CONTRACT DOCUMENTS O N E F C O R DRYER PIPING ...
15
DRYER PIPING MODIFICATIONS Volume 2 of 2 Drawings CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF September 2020 For Information Regarding this Project Contact: Robert Mayers, P.E. 154 East 14075 South Draper, Utah 84020 (801) 495-2224
Transcript of CONTRACT DOCUMENTS O N E F C O R DRYER PIPING ...
DRYER PIPING MODIFICATIONS
Volume 2 of 2Drawings
CONTRACT DOCUMENTSFOR THE CONSTRUCTION OF
90% REVIEW
RECORD
DOCUMENTS
CONFORMED
DOCUMENTS
September 2020
For Information Regarding this Project Contact:Robert Mayers, P.E.154 East 14075 SouthDraper, Utah 84020(801) 495-2224
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MIDVALE
7200 S
PROJECTLOCATION 48
89
INTERSTATE
15
INTERSTATE
INTERSTATE
215
30
0 E
MURRAY
U T A
UNIONPACIFIC
130
0 W
UTAH
WASATCH
SALTLAKE
RICHWEBER
SAN JUAN
SUMMIT DAGGETT
UINTAH
DUCHESNE
GRAND
CARBON
SEVIER
CACHE
BOX ELDER
TOOELE
JUAB
MILLARD
UTAH
MORGAN
SANPETE
PIUTE
WAYNE
EMERY
BEAVER
IRONGARFIELD
KANE
DAVISWYOMING
COLO
RADO
NEV
ADA
IDAHO
ARIZONA
PROJECT LOCATION MAP
WASHINGTON
ST. GEORGE
SALT LAKE CITY
OGDEN
PROVO
MOAB
PARK CITY
CEDAR CITY
LOGAN
40
6
50
8991
6
50 6
50
89
50 6
6
40
8950
89
6
191
191
191
189
89A
191
163
491
INTERSTATE
84
INTERSTATE
INTERSTATE
215
INTERSTATE
80
INTERSTATE
80
INTERSTATE
70INTERSTATE
70
INTERSTATE
84
INTERSTATE
15
INTERSTATE
15
INTERSTATE
15
DELTA
WENDOVER
TREMONTON
TOOELE
DRAWINGS FOR CONSTRUCTION OF THEDRYER PIPING MODIFICATIONSSOUTH VALLEY WATER RECLAMATION FACILITY
INDEX OF DRAWINGSSHTNO.
DWGNO. DESCRIPTION
GENERAL1 G-01 DRAWING INDEX, PROJECT VICINITY AND LOCATION MAPS
2 G-02 ABBREVIATIONS
3 G-03 SYMBOLS
4 G-04 GENERAL NOTES AND PIPE SCHEDULE
STRUCTURAL5 S-01 BUILDING PLAN LAYOUT
6 S-02 STRUCTURAL PLAN LAYOUT
7 S-03 SECTIONS
8 S-04 STRUCTURAL DETAILS
9 S-05 STRUCTURAL DETAILS
10 GS-01 GENERAL STRUCTURAL NOTES
11 GS-02 GENERAL STRUCTURAL DETAILS - 01
12 GS-03 GENERAL STRUCTURAL DETAILS - 02
13 GS-04 GENERAL STRUCTURAL DETAILS - 03
MECHANICAL14 M-01 DEMOLITION PLAN - 1
15 M-02 DEMOLITION PLAN - 2
16 M-03 PIPING PLAN LAYOUT
17 M-04 PIPING DETAILS - 1
18 M-05 PIPING DETAILS - 2
19 M-06 PIPING ISOMETRIC
20 M-07 PIPING SCHEMATIC
21 M-08 PIPING SCHEMATIC
22 GM-01 MECHANICAL DETAILS
ELECTRICAL23 E-01 ELECTRICAL NOTES AND SYMBOLS
24 E-02 LIGHTING PLAN AND LAYOUT
25 E-03 INSTRUMENTATION PLAN AND LAYOUT
26 GE-01 ELECTRICAL DETAILS PROJECT VICINITY MAP
PROJECTLOCATION
E OFAT UT
STEPHEN D.COHEN# 176558
ST AH
PROF
ESS IONAL STRUCTURAL ENGI NEER
AutoCAD SHX Text
N
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STRUCTURAL
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MECHANICAL
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IMAGE: BING
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N
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_G-01.dwg Plotted: 9/9/2020 1:10 PM By: Tim Anderson Plotted: 9/9/2020 1:10 PM By: Tim Anderson9/9/2020 1:10 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
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177-17-01.02
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SEPTEMBER 2020
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26
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01
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G-01
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T. ANDERSON
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D. COWELL
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B. MAYERS
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B. MAYERS
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GENERAL
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DRAWING INDEX,
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PROJECT VICINITY AND
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LOCATION MAPS
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ELECTRICAL
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WEST JORDAN, UT
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C
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SHANE CURTIS
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CAVANAUGH
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#8852860-2202
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#174438
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ROBERT
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J. MAYERS
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(CIVIL)
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9-08-20
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9-08-20
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9-08-20
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@
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AT
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AASHTO
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AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS
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AB
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ANCHOR BOLT
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ABBR
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ABBREVIATION
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ABS
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ACRYLONITRILE-BUTADIENE-STYRENE
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AC
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ASPHALTIC CONCRETE OR ALTERNATING CURRENT OR ACTIVATED CARBON
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ACI
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AMERICAN CONCRETE INSTITUTE
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ACP
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ASPHALTIC CONCRETE PAVEMENT
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ADDL
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ADDITIONAL
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ADJ
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ADJACENT OR ADJUSTABLE
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AER
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AERATION
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AFF
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ABOVE FINISH FLOOR
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AGGR
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AGGREGATE
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AH
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AIR HANDLER
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AIR CONT
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AIR CONDITIONING
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AISC
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AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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AL
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ALUMINUM, ALUM
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ALTN
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ALTERNATIVE, ALTERNATE
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ANOD
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ANODIZED
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ANSI
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AMERICAN NATIONAL STANDARDS INSTITUTE
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APPROX
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APPROXIMATE
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APVD
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APPROVED
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ARCH
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ARCHITECTURAL
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ARV
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AIR RELEASE VALVE
AutoCAD SHX Text
ASME
AutoCAD SHX Text
AMERICAN SOCIETY OF MECHANICAL ENGINEERS
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ASTM
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AMERICAN SOCIETY FOR TESTING AND MATERIAL
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ASSY
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ASSEMBLY
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AUTO
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AUTOMATIC
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AUX
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AUXILIARY
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AVAR
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AIR VACUUM AND AIR RELEASE VALVE
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AWS
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AMERICAN WELDING SOCIETY
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AWWA
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AMERICAN WATER WORKS ASSOCIATION
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B & S
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BELL & SPIGOT
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BC
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BEGIN CURVE, BOLT CIRCLE
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BF
AutoCAD SHX Text
BLIND FLANGE, BUTTERFLY VALVE
AutoCAD SHX Text
BFG
AutoCAD SHX Text
BELOW FINISH GRADE
AutoCAD SHX Text
BFP
AutoCAD SHX Text
BACK FLOW PREVENTER
AutoCAD SHX Text
BFV
AutoCAD SHX Text
BUTTERFLY VALVE
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BHD
AutoCAD SHX Text
BULKHEAD
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BHP
AutoCAD SHX Text
BRAKE HORSEPOWER
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BLDG
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BUILDING
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BLK
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BLACK OR BLOCK
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BLKG
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BLOCKING
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BLT
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BOLT
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BM
AutoCAD SHX Text
BEAM, BENCH MARK
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BO
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BLOW-OFF ASSEMBLY, BLOW-OFF
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BOT
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BOTTOM
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BPS
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BOOSTER PUMPING STATION
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BPV
AutoCAD SHX Text
BACK PRESSURE VALVE
AutoCAD SHX Text
BRK
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BRICK
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BTU
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BRITISH THERMAL UNIT
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BTWN
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BETWEEN
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BUR
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BUILT-UP ROOFING
AutoCAD SHX Text
BVC
AutoCAD SHX Text
BEGIN VERTICAL CURVE
AutoCAD SHX Text
BVCE
AutoCAD SHX Text
BEGIN VERTICAL CURVE ELEVATION
AutoCAD SHX Text
BVCS
AutoCAD SHX Text
BEGIN VERTICAL CURVE STATION
AutoCAD SHX Text
BW
AutoCAD SHX Text
BACK WASH, FILTER BACKWASH
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C
AutoCAD SHX Text
CENTIGRADE OR CELSIUS
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CAB
AutoCAD SHX Text
CABINET
AutoCAD SHX Text
CAP
AutoCAD SHX Text
CAPACITY
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CARV
AutoCAD SHX Text
COMBINATION AIR RELEASE VALVE
AutoCAD SHX Text
CB
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
CC
AutoCAD SHX Text
CENTER TO CENTER
AutoCAD SHX Text
CCP
AutoCAD SHX Text
CONCRETE CYLINDER PIPE
AutoCAD SHX Text
CD
AutoCAD SHX Text
CEILING DIFFUSER CHEMICAL DRAIN AND VENT
AutoCAD SHX Text
CER
AutoCAD SHX Text
CERAMIC
AutoCAD SHX Text
CFH
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CUBIC FEET PER HOUR
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CFM
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CUBIC FEET PER MINUTE
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CFR
AutoCAD SHX Text
CODE OF FEDERAL REGULATIONS
AutoCAD SHX Text
CFS
AutoCAD SHX Text
CUBIC FEET PER SECOND
AutoCAD SHX Text
CG
AutoCAD SHX Text
CHLORINE GAS
AutoCAD SHX Text
CGB
AutoCAD SHX Text
CORD GRIP BUSHING
AutoCAD SHX Text
CHBD
AutoCAD SHX Text
CHALKBOARD
AutoCAD SHX Text
CHEM
AutoCAD SHX Text
CHEMICAL
AutoCAD SHX Text
CHG
AutoCAD SHX Text
CHANGE
AutoCAD SHX Text
CHKD PL
AutoCAD SHX Text
CHECKERED PLATE
AutoCAD SHX Text
CI
AutoCAD SHX Text
CAST IRON
AutoCAD SHX Text
CIP
AutoCAD SHX Text
CAST IRON PIPE
AutoCAD SHX Text
CISP
AutoCAD SHX Text
CAST IRON SOIL PIPE
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
CJP
AutoCAD SHX Text
COMPLETE JOINT PENETRATION
AutoCAD SHX Text
CL
AutoCAD SHX Text
CHLORINATOR, CHAIN LINK, CENTERLINE 0R CHLORINE
AutoCAD SHX Text
CLR
AutoCAD SHX Text
CLEAR, CLEARANCE
AutoCAD SHX Text
CLST
AutoCAD SHX Text
CEMENT LINED STEEL PIPE
AutoCAD SHX Text
CLSM
AutoCAD SHX Text
CONTROLLED LOW STRENGTH MATERIAL
AutoCAD SHX Text
CM
AutoCAD SHX Text
CENTIMETER
AutoCAD SHX Text
CML & C
AutoCAD SHX Text
CEMENT MORTAR LINED AND COATED
AutoCAD SHX Text
CMP
AutoCAD SHX Text
CORRUGATED METAL PIPE
AutoCAD SHX Text
CMU
AutoCAD SHX Text
CONCRETE MASONRY UNIT
AutoCAD SHX Text
CO
AutoCAD SHX Text
CLEANOUT
AutoCAD SHX Text
COL
AutoCAD SHX Text
COLUMN
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMMUNICATION
AutoCAD SHX Text
COMB
AutoCAD SHX Text
COMBINED
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONCRETE, CONCENTRIC
AutoCAD SHX Text
COND
AutoCAD SHX Text
CONDENSER, CONDENSATE
AutoCAD SHX Text
CONN
AutoCAD SHX Text
CONNECTION
AutoCAD SHX Text
CONST
AutoCAD SHX Text
CONSTRUCTION, CONSTRUCT
AutoCAD SHX Text
CONT
AutoCAD SHX Text
CONTINUED, CONTINUOUS, CONTINUATION
AutoCAD SHX Text
COORD
AutoCAD SHX Text
COORDINATE
AutoCAD SHX Text
COP
AutoCAD SHX Text
COPPER
AutoCAD SHX Text
COTG
AutoCAD SHX Text
CLEAN-OUT TO GRADE
AutoCAD SHX Text
CPLG
AutoCAD SHX Text
COUPLING
AutoCAD SHX Text
CPS
AutoCAD SHX Text
CULINARY PUMP STATION
AutoCAD SHX Text
CPVC
AutoCAD SHX Text
CHLORINATED POLYVINYL CHLORIDE
AutoCAD SHX Text
CS
AutoCAD SHX Text
CAST STEEL OR CAUSTIC SODA
AutoCAD SHX Text
CTRD
AutoCAD SHX Text
CENTERED
AutoCAD SHX Text
CTR
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
CTSK
AutoCAD SHX Text
COUNTERSUNK
AutoCAD SHX Text
CU FT
AutoCAD SHX Text
CUBIC FOOT
AutoCAD SHX Text
CU IN
AutoCAD SHX Text
CUBIC INCH
AutoCAD SHX Text
CU YD
AutoCAD SHX Text
CUBIC YARD
AutoCAD SHX Text
CULV
AutoCAD SHX Text
CULVERT
AutoCAD SHX Text
CV
AutoCAD SHX Text
CHECK VALVE
AutoCAD SHX Text
CW
AutoCAD SHX Text
COLD WATER
AutoCAD SHX Text
CWO
AutoCAD SHX Text
CHAIN WHEEL OPERATOR
AutoCAD SHX Text
CYL
AutoCAD SHX Text
CYLINDER
AutoCAD SHX Text
d
AutoCAD SHX Text
PENNY
AutoCAD SHX Text
DBA
AutoCAD SHX Text
DEFORMED ANCHOR
AutoCAD SHX Text
DBL
AutoCAD SHX Text
DOUBLE
AutoCAD SHX Text
DC
AutoCAD SHX Text
DIRECT CURRENT
AutoCAD SHX Text
DEG
AutoCAD SHX Text
DEGREE
AutoCAD SHX Text
DEMO
AutoCAD SHX Text
DEMOLITION, DEMOLISH
AutoCAD SHX Text
DEQ
AutoCAD SHX Text
DEPARTMENT OF ENVIRONMENTAL QUALITY
AutoCAD SHX Text
DET
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
DI
AutoCAD SHX Text
DUCTILE IRON, DROP INLET
AutoCAD SHX Text
DIA
AutoCAD SHX Text
DIAMETER
AutoCAD SHX Text
DIAG
AutoCAD SHX Text
DIAGONAL
AutoCAD SHX Text
DIAPH
AutoCAD SHX Text
DIAPHRAGM
AutoCAD SHX Text
DIFF
AutoCAD SHX Text
DIFFUSER
AutoCAD SHX Text
DIM
AutoCAD SHX Text
DIMENSION
AutoCAD SHX Text
DIP
AutoCAD SHX Text
DUCTILE IRON PIPE
AutoCAD SHX Text
DIR
AutoCAD SHX Text
DIRECTION
AutoCAD SHX Text
DISCH
AutoCAD SHX Text
DISCHARGE
AutoCAD SHX Text
DIST
AutoCAD SHX Text
DISTANCE
AutoCAD SHX Text
DIV
AutoCAD SHX Text
DIVISION
AutoCAD SHX Text
D-LOAD
AutoCAD SHX Text
LOADING CONDITION FOR RCP
AutoCAD SHX Text
DMPR
AutoCAD SHX Text
DAMPER
AutoCAD SHX Text
DN
AutoCAD SHX Text
DOWN, DECANT
AutoCAD SHX Text
DOT
AutoCAD SHX Text
DEPARTMENT OF TRANSPORTATION
AutoCAD SHX Text
DP
AutoCAD SHX Text
DAMP PROOFING
AutoCAD SHX Text
DR
AutoCAD SHX Text
DOOR, DRAIN
AutoCAD SHX Text
DS
AutoCAD SHX Text
DRENCH SHOWER & EYE WASH, DOWNSPOUT
AutoCAD SHX Text
DWG
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
DWL
AutoCAD SHX Text
DOWEL
AutoCAD SHX Text
E(UG)
AutoCAD SHX Text
ELECTRICAL (UNDERGROUND)
AutoCAD SHX Text
E(OH)
AutoCAD SHX Text
ELECTRICAL (OVERHEAD POWER)
AutoCAD SHX Text
E
AutoCAD SHX Text
EAST
AutoCAD SHX Text
EA
AutoCAD SHX Text
EACH
AutoCAD SHX Text
EB
AutoCAD SHX Text
EXPANSION BOLT
AutoCAD SHX Text
EC
AutoCAD SHX Text
END CURVE
AutoCAD SHX Text
ECC
AutoCAD SHX Text
ECCENTRIC
AutoCAD SHX Text
EF
AutoCAD SHX Text
EACH FACE, EXHAUST FAN
AutoCAD SHX Text
EFF
AutoCAD SHX Text
EFFLUENT
AutoCAD SHX Text
EG
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
EL
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
ELB
AutoCAD SHX Text
ELBOW
AutoCAD SHX Text
ELEV
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELECTRICAL, ELECTRONIC
AutoCAD SHX Text
EMB
AutoCAD SHX Text
EMBEDMENT
AutoCAD SHX Text
EMER
AutoCAD SHX Text
EMERGENCY
AutoCAD SHX Text
ENCL
AutoCAD SHX Text
ENCLOSURE
AutoCAD SHX Text
ENG
AutoCAD SHX Text
ENGINE
AutoCAD SHX Text
ENGR
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
EP
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EPDM
AutoCAD SHX Text
ETHYL PROPYLENE DIENE MONOMER
AutoCAD SHX Text
EPS
AutoCAD SHX Text
EXPANDED POLYSTYRENE
AutoCAD SHX Text
EQ
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
EQL SP
AutoCAD SHX Text
EQUALLY SPACED
AutoCAD SHX Text
EQUIP
AutoCAD SHX Text
EQUIPMENT
AutoCAD SHX Text
ETC
AutoCAD SHX Text
ETCETERA
AutoCAD SHX Text
EVAP
AutoCAD SHX Text
EVAPORATOR
AutoCAD SHX Text
EVC
AutoCAD SHX Text
END VERTICAL CURVE
AutoCAD SHX Text
EVCE
AutoCAD SHX Text
END VERTICAL CURVE ELEVATION
AutoCAD SHX Text
EVCS
AutoCAD SHX Text
END VERTICAL CURVE STATION
AutoCAD SHX Text
EW
AutoCAD SHX Text
EACH WAY, EYE WASH
AutoCAD SHX Text
EXH
AutoCAD SHX Text
EXHAUST
AutoCAD SHX Text
EXIST
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXP ANR
AutoCAD SHX Text
EXPANSION BOLT, ANCHOR
AutoCAD SHX Text
EXP JT
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
EXT
AutoCAD SHX Text
EXTERIOR, EXTENSION, EXTERNAL
AutoCAD SHX Text
F
AutoCAD SHX Text
FAHRENHEIT, FACE
AutoCAD SHX Text
F TO F
AutoCAD SHX Text
FACE TO FACE
AutoCAD SHX Text
FAB
AutoCAD SHX Text
FABRICATION, FABRICATE, OR FABRICATED
AutoCAD SHX Text
FB
AutoCAD SHX Text
FLAT BAR
AutoCAD SHX Text
FC
AutoCAD SHX Text
FLEXIBLE COUPLING
AutoCAD SHX Text
FCA
AutoCAD SHX Text
FLANGE COUPLING ADAPTER
AutoCAD SHX Text
FCO
AutoCAD SHX Text
FLOOR CLEANOUT
AutoCAD SHX Text
FD
AutoCAD SHX Text
FLOOR DRAIN
AutoCAD SHX Text
FDN
AutoCAD SHX Text
FOUNDATION
AutoCAD SHX Text
FDR
AutoCAD SHX Text
FEEDER
AutoCAD SHX Text
FEXT
AutoCAD SHX Text
FIRE EXTINGUISHER
AutoCAD SHX Text
FF
AutoCAD SHX Text
FLAT FACE, FAR FACE, FINISH FLOOR
AutoCAD SHX Text
FG
AutoCAD SHX Text
FINISH GRADE, FLOW GLASS
AutoCAD SHX Text
FH
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
FLR
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text
FL
AutoCAD SHX Text
FLOW LINE
AutoCAD SHX Text
FLEX
AutoCAD SHX Text
FLEXIBLE
AutoCAD SHX Text
FLG
AutoCAD SHX Text
FLANGE
AutoCAD SHX Text
FM
AutoCAD SHX Text
FORCE MAIN (SANITARY SEWER)
AutoCAD SHX Text
FND
AutoCAD SHX Text
FOUND
AutoCAD SHX Text
FNSH
AutoCAD SHX Text
FINISH
AutoCAD SHX Text
FO
AutoCAD SHX Text
FIBER OPTIC
AutoCAD SHX Text
FRP
AutoCAD SHX Text
FIBERGLASS REINFORCED PLASTIC
AutoCAD SHX Text
FW
AutoCAD SHX Text
FINISH WATER
AutoCAD SHX Text
FWR
AutoCAD SHX Text
FINISH WATER RESERVOIR
AutoCAD SHX Text
G
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GA
AutoCAD SHX Text
GAGE, GAUGE
AutoCAD SHX Text
GAL
AutoCAD SHX Text
GALLON
AutoCAD SHX Text
GALV
AutoCAD SHX Text
GALVANIZED
AutoCAD SHX Text
GEN
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GROUND FAULT INTERRUPTER
AutoCAD SHX Text
GI
AutoCAD SHX Text
GALVANIZED IRON
AutoCAD SHX Text
GIS
AutoCAD SHX Text
GEOGRAPHIC INFORMATION SYSTEM
AutoCAD SHX Text
GL
AutoCAD SHX Text
GLASS
AutoCAD SHX Text
GLAZ
AutoCAD SHX Text
GLAZING
AutoCAD SHX Text
GLV
AutoCAD SHX Text
GLOBE VALVE
AutoCAD SHX Text
GND
AutoCAD SHX Text
GROUND
AutoCAD SHX Text
GPD
AutoCAD SHX Text
GALLONS PER DAY
AutoCAD SHX Text
GPH
AutoCAD SHX Text
GALLONS PER HOUR
AutoCAD SHX Text
GPM
AutoCAD SHX Text
GALLONS PER MINUTE
AutoCAD SHX Text
GR
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
GR BRK
AutoCAD SHX Text
GRADE BREAK, GRADE CHANGE
AutoCAD SHX Text
GRTG
AutoCAD SHX Text
GRATING
AutoCAD SHX Text
GRV
AutoCAD SHX Text
GROOVED
AutoCAD SHX Text
GSP
AutoCAD SHX Text
GALVANIZED STEEL PIPE
AutoCAD SHX Text
GV
AutoCAD SHX Text
GATE VALVE
AutoCAD SHX Text
GYP
AutoCAD SHX Text
GYPSUM BOARD
AutoCAD SHX Text
H
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text
HAS
AutoCAD SHX Text
HEADED ANCHOR STUD
AutoCAD SHX Text
HB
AutoCAD SHX Text
HOSE BIBB
AutoCAD SHX Text
HD
AutoCAD SHX Text
HUB DRAIN
AutoCAD SHX Text
HDPE
AutoCAD SHX Text
HIGH DENSITY POLYETHYLENE
AutoCAD SHX Text
HDR
AutoCAD SHX Text
HEADER
AutoCAD SHX Text
HDW
AutoCAD SHX Text
HARDWARE
AutoCAD SHX Text
HEX
AutoCAD SHX Text
HEXAGONAL
AutoCAD SHX Text
HGR
AutoCAD SHX Text
HANGER
AutoCAD SHX Text
HM
AutoCAD SHX Text
HOLLOW METAL
AutoCAD SHX Text
HORIZ
AutoCAD SHX Text
HORIZONTAL
AutoCAD SHX Text
HP
AutoCAD SHX Text
HORSEPOWER, HIGH PRESSURE,HEAT PUMP, HIGH POINT
AutoCAD SHX Text
HR
AutoCAD SHX Text
HEATING RETURN, HOUR, HOSE RACK
AutoCAD SHX Text
HS
AutoCAD SHX Text
HIGH STRENGTH
AutoCAD SHX Text
HSS
AutoCAD SHX Text
HOLLOW STRUCTURAL SECTION
AutoCAD SHX Text
HTG
AutoCAD SHX Text
HEATING
AutoCAD SHX Text
HTR
AutoCAD SHX Text
HEATER
AutoCAD SHX Text
HV
AutoCAD SHX Text
HOSE VALVE
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HEATING, VENTILATING AND AIR CONDITIONING
AutoCAD SHX Text
HWL
AutoCAD SHX Text
HIGH WATER LEVEL
AutoCAD SHX Text
HWO
AutoCAD SHX Text
HANDWHEEL OPERATED
AutoCAD SHX Text
HYD
AutoCAD SHX Text
HYDRANT, HYDRAULIC
AutoCAD SHX Text
ICFM
AutoCAD SHX Text
INLET CUBIC FEET PER MINUTE
AutoCAD SHX Text
ID
AutoCAD SHX Text
INSIDE DIAMETER
AutoCAD SHX Text
IE
AutoCAD SHX Text
INVERT ELEVATION
AutoCAD SHX Text
IF
AutoCAD SHX Text
INSIDE FACE
AutoCAD SHX Text
IN
AutoCAD SHX Text
INCH
AutoCAD SHX Text
IN LB
AutoCAD SHX Text
INCH-POUND
AutoCAD SHX Text
INFL
AutoCAD SHX Text
INFLUENT
AutoCAD SHX Text
INSUL
AutoCAD SHX Text
INSULATING
AutoCAD SHX Text
INVT
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
IOB
AutoCAD SHX Text
INLET OUTLET BYPASS
AutoCAD SHX Text
IPS
AutoCAD SHX Text
IRON PIPE SIZE
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
JA
AutoCAD SHX Text
JORDAN AQUEDUCT
AutoCAD SHX Text
JT
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
JTS
AutoCAD SHX Text
JOINTS
AutoCAD SHX Text
JVWTP
AutoCAD SHX Text
JORDAN VALLEY WATER TREATMENT PLANT
AutoCAD SHX Text
K
AutoCAD SHX Text
KELVIN, KILO OR THOUSAND POUNDS
AutoCAD SHX Text
KG
AutoCAD SHX Text
KILOGRAM
AutoCAD SHX Text
KV
AutoCAD SHX Text
KILOVOLT
AutoCAD SHX Text
KW
AutoCAD SHX Text
KILOWATT
AutoCAD SHX Text
KWH
AutoCAD SHX Text
KILOWATT HOUR
AutoCAD SHX Text
L
AutoCAD SHX Text
LEFT OR LITER
AutoCAD SHX Text
LAB
AutoCAD SHX Text
LABORATORY
AutoCAD SHX Text
LAV
AutoCAD SHX Text
LAVATORY
AutoCAD SHX Text
LB
AutoCAD SHX Text
POUND
AutoCAD SHX Text
LC
AutoCAD SHX Text
LENGTH OF CURVE
AutoCAD SHX Text
LF
AutoCAD SHX Text
LINEAR FEET
AutoCAD SHX Text
LG
AutoCAD SHX Text
LENGTH OR LONG
AutoCAD SHX Text
LH
AutoCAD SHX Text
LEFT HAND
AutoCAD SHX Text
LIP
AutoCAD SHX Text
LIP OF GUTTER
AutoCAD SHX Text
LL
AutoCAD SHX Text
LIVE LOAD
AutoCAD SHX Text
LLV
AutoCAD SHX Text
LONG LEG VERTICAL
AutoCAD SHX Text
LOL
AutoCAD SHX Text
LENGTH OF LINE
AutoCAD SHX Text
LP
AutoCAD SHX Text
LOW POINT
AutoCAD SHX Text
LR
AutoCAD SHX Text
LONG RADIUS
AutoCAD SHX Text
LT
AutoCAD SHX Text
LIGHT, LEFT
AutoCAD SHX Text
LVL
AutoCAD SHX Text
LEVEL
AutoCAD SHX Text
LWL
AutoCAD SHX Text
LOW WATER LEVEL
AutoCAD SHX Text
LWR
AutoCAD SHX Text
LOWER
AutoCAD SHX Text
M
AutoCAD SHX Text
METER, MALE (PIPE THREAD)
AutoCAD SHX Text
MACH
AutoCAD SHX Text
MACHINE
AutoCAD SHX Text
MAN
AutoCAD SHX Text
MAGNETIC, MANUAL
AutoCAD SHX Text
MATL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
MAX
AutoCAD SHX Text
MAXIMUM
AutoCAD SHX Text
MB
AutoCAD SHX Text
MACHINE BOLT
AutoCAD SHX Text
MCC
AutoCAD SHX Text
MOTOR CONTROL CENTER
AutoCAD SHX Text
MECH
AutoCAD SHX Text
MECHANICAL, MECHANISM
AutoCAD SHX Text
MEMB
AutoCAD SHX Text
MEMBRANE
AutoCAD SHX Text
MET
AutoCAD SHX Text
METAL
AutoCAD SHX Text
MFR
AutoCAD SHX Text
MANUFACTURER
AutoCAD SHX Text
MG
AutoCAD SHX Text
MILLION GALLONS
AutoCAD SHX Text
MGD
AutoCAD SHX Text
MILLION GALLONS PER DAY
AutoCAD SHX Text
MH
AutoCAD SHX Text
MANHOLE, MONORAIL HOIST
AutoCAD SHX Text
MI
AutoCAD SHX Text
MALLEABLE IRON
AutoCAD SHX Text
MID
AutoCAD SHX Text
MIDDLE
AutoCAD SHX Text
MIL
AutoCAD SHX Text
1/1,000 INCH
AutoCAD SHX Text
MIN
AutoCAD SHX Text
MINIMUM OR MINUTE
AutoCAD SHX Text
MISC
AutoCAD SHX Text
MISCELLANEOUS
AutoCAD SHX Text
MJ
AutoCAD SHX Text
MECHANICAL JOINT
AutoCAD SHX Text
MO
AutoCAD SHX Text
MASONRY OPENING
AutoCAD SHX Text
MPH
AutoCAD SHX Text
MILES PER HOUR
AutoCAD SHX Text
MTG
AutoCAD SHX Text
MOUNTING
AutoCAD SHX Text
MTL
AutoCAD SHX Text
METAL OR MATERIAL
AutoCAD SHX Text
MTR
AutoCAD SHX Text
MOTOR
AutoCAD SHX Text
MWS
AutoCAD SHX Text
MAXIMUM WATER SURFACE
AutoCAD SHX Text
N
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
NAVD
AutoCAD SHX Text
NORTH AMERICAN VERTICAL DATUM
AutoCAD SHX Text
NBS
AutoCAD SHX Text
NATIONAL BUREAU OF STANDARDS
AutoCAD SHX Text
NC
AutoCAD SHX Text
NORMALLY CLOSED
AutoCAD SHX Text
NE
AutoCAD SHX Text
NORTHEAST
AutoCAD SHX Text
NEC
AutoCAD SHX Text
NATIONAL ELECTRIC CODE
AutoCAD SHX Text
NEMA
AutoCAD SHX Text
NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION
AutoCAD SHX Text
NF
AutoCAD SHX Text
NEAR FACE
AutoCAD SHX Text
NFPA
AutoCAD SHX Text
NATIONAL FIRE PROTECTION ASSOCIATION
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NOT IN CONTRACT
AutoCAD SHX Text
NO
AutoCAD SHX Text
NUMBER OR NORMALLY OPEN
AutoCAD SHX Text
NOM
AutoCAD SHX Text
NOMINAL
AutoCAD SHX Text
NPT
AutoCAD SHX Text
NATIONAL PIPE THREAD
AutoCAD SHX Text
NS
AutoCAD SHX Text
NEAR SIDE
AutoCAD SHX Text
NSF
AutoCAD SHX Text
NATIONAL SCIENCE FOUNDATION
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NW
AutoCAD SHX Text
NORTHWEST
AutoCAD SHX Text
O TO O
AutoCAD SHX Text
OUT TO OUT
AutoCAD SHX Text
OC
AutoCAD SHX Text
ON CENTER, OVER-CROSSING
AutoCAD SHX Text
OD
AutoCAD SHX Text
OUTSIDE DIAMETER, OVERALL DIMENSION
AutoCAD SHX Text
OF
AutoCAD SHX Text
OUTSIDE FACE, OVERFLOW
AutoCAD SHX Text
OFS
AutoCAD SHX Text
OVERFLOW STRUCTURE
AutoCAD SHX Text
OH
AutoCAD SHX Text
OVERHEAD
AutoCAD SHX Text
OPER
AutoCAD SHX Text
OPERATOR, OPERATING
AutoCAD SHX Text
OPNG
AutoCAD SHX Text
OPENING
AutoCAD SHX Text
OPP
AutoCAD SHX Text
OPPOSITE
AutoCAD SHX Text
ORIG
AutoCAD SHX Text
ORIGINAL
AutoCAD SHX Text
OVHD
AutoCAD SHX Text
OVERHEAD
AutoCAD SHX Text
OZ
AutoCAD SHX Text
OUNCE
AutoCAD SHX Text
PC
AutoCAD SHX Text
PORTLAND CEMENT, POINT OF CURVE OR PRIMARY CLARIFIER
AutoCAD SHX Text
PCC
AutoCAD SHX Text
PORTLAND CEMENT CONCRETE
AutoCAD SHX Text
PCF
AutoCAD SHX Text
POUNDS PER CUBIC FOOT
AutoCAD SHX Text
PE
AutoCAD SHX Text
PLAIN END, POLYELECTROLYTE POLYMER, POLYETHYLENE
AutoCAD SHX Text
PG
AutoCAD SHX Text
PRESSURE GAUGE
AutoCAD SHX Text
pH
AutoCAD SHX Text
HYDROGEN ION CONCENTRATION
AutoCAD SHX Text
PI
AutoCAD SHX Text
PLANT INFLUENT, POINT OF INTERSECTION
AutoCAD SHX Text
PJF
AutoCAD SHX Text
PREMOLDED JOINT FILLER
AutoCAD SHX Text
PL
AutoCAD SHX Text
PLATE, PROPERTY LINE, PLACE
AutoCAD SHX Text
PLYWD
AutoCAD SHX Text
PLYWOOD
AutoCAD SHX Text
PM
AutoCAD SHX Text
PUMP, PROPELLER METER
AutoCAD SHX Text
POB
AutoCAD SHX Text
POINT OF BEGINNING
AutoCAD SHX Text
PP
AutoCAD SHX Text
POTASSIUM PERMANGANATE
AutoCAD SHX Text
PPD
AutoCAD SHX Text
POUNDS PER DAY
AutoCAD SHX Text
PPH
AutoCAD SHX Text
POUNDS PER HOUR
AutoCAD SHX Text
PPM
AutoCAD SHX Text
PARTS PER MILLION
AutoCAD SHX Text
PR
AutoCAD SHX Text
PAIR
AutoCAD SHX Text
PRC
AutoCAD SHX Text
POINT OF REVERSE CURVE
AutoCAD SHX Text
PREFAB
AutoCAD SHX Text
PREFABRICATED
AutoCAD SHX Text
PRI
AutoCAD SHX Text
PRIMARY
AutoCAD SHX Text
PRV
AutoCAD SHX Text
PRESSURE REGULATING/REDUCING VALVE
AutoCAD SHX Text
PS
AutoCAD SHX Text
PRESSURE SWITCH, PUMP STATION
AutoCAD SHX Text
PSF
AutoCAD SHX Text
POUNDS PER SQUARE FOOT
AutoCAD SHX Text
PSI
AutoCAD SHX Text
POUNDS PER SQUARE INCH
AutoCAD SHX Text
PSIG
AutoCAD SHX Text
POUNDS PER SQUARE INCH GAUGE
AutoCAD SHX Text
PT
AutoCAD SHX Text
POINT OF TANGENT, PRESSURE TREATED
AutoCAD SHX Text
PTDF
AutoCAD SHX Text
PRESSURE TREATED DOUGLAS FIR
AutoCAD SHX Text
PV
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
PVC
AutoCAD SHX Text
POLYVINYL CHLORIDE
AutoCAD SHX Text
PVI
AutoCAD SHX Text
POINT OF VERTICAL INTERSECTION
AutoCAD SHX Text
PW
AutoCAD SHX Text
POTABLE WATER
AutoCAD SHX Text
RAD
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
RC
AutoCAD SHX Text
REINFORCED CONCRETE
AutoCAD SHX Text
RCP
AutoCAD SHX Text
REINFORCED CONCRETE PIPE
AutoCAD SHX Text
RD
AutoCAD SHX Text
ROOF DRAIN OR ROAD
AutoCAD SHX Text
RDCR
AutoCAD SHX Text
REDUCER, REDUCING
AutoCAD SHX Text
RECIRC
AutoCAD SHX Text
RECIRCULATION
AutoCAD SHX Text
RED
AutoCAD SHX Text
REDUCING
AutoCAD SHX Text
REF
AutoCAD SHX Text
REFERENCE, REFER
AutoCAD SHX Text
REG
AutoCAD SHX Text
REGULATING, REGISTER
AutoCAD SHX Text
REINF
AutoCAD SHX Text
REINFORCE, REINFORCED
AutoCAD SHX Text
REQD
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
REV
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
RF
AutoCAD SHX Text
ROOF, RAISED FACE
AutoCAD SHX Text
RND
AutoCAD SHX Text
ROUND
AutoCAD SHX Text
RPM
AutoCAD SHX Text
REVOLUTIONS PER MINUTE
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RP
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RADIUS POINT
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RS
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RAW SEWAGE
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RST
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REINFORCING STEEL, RESET
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RT
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REGULATING TANK, RADIOGRAPHIC, RIGHT
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RV
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ROOF VENT
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R/W
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RIGHT OF WAY
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RW
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RAW WATER
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S
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SOUTH, SECOND
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SA
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SAMPLE, SAMPLE LINE
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SCFM
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STANDARD CUBIC FEET PER MINUTE
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SCH
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SCHEDULE
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SD
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STORM DRAIN
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SECT
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SECTION
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SHT
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SHEET
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SIM
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SIMILAR
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SLP
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SLOPE
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SP
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SPACING, STATIC PRESSURE
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SPA
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SPACED
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SPEC
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SPECIFIED, SPECIFICATION
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SPECS
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SPECIFICATIONS
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SPG
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SPACING
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SPKR
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SPEAKER
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SPLY
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SUPPLY
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SPRT
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SUPPORT
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SQ
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SQUARE
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SQ FT
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SQUARE FOOT
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SR
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SUPPLY REGISTER
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SS
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SANITARY SEWER, SERVICE SINK
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SST
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STAINLESS STEEL
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STA
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STATION
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STD
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STANDARD
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STIFF
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STIFFENER
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STL
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STEEL
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STRL
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STRUCTURAL
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SUC
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STRUCTURAL UNDERDRAIN COLLECTOR
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SWA
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SOUTHWEST AQUEDUCT
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SYM
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SYMBOL
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SYMM
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SYMMETRICAL
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SYS
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SYSTEM
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T
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THICKNESS, TOP, TOILET
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T&B
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TOP AND BOTTOM
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T&G
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TONGUE AND GROOVE
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TAN
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TANGENT
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TBC
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TOP BACK OF CURB
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TBM
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TEMPORARY BENCH MARK
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TDH
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TOTAL DYNAMIC HEAD
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TECH
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TECHNICAL
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TEL
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TELEPHONE
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TEMP
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TEMPERATURE, TEMPORARY
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THK
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THICK
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THR'D
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THREADED
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TK
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TANK
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TO
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TOP OF
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TOC
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TOP OF CONCRETE
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TOG
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TOP OF GRADE
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TP
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TELEPHONE POLE, TURNING POINT
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TW
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TOP OF WALL
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TYP
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TYPICAL
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UBC
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UNIFORM BUILDING CODE
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UD
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UNDERDRAIN
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UG
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UNDERGROUND
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UH
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UNIT HEATER
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UL
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UNDERWRITERS LABORATORIES
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UNO
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UNLESS NOTED OTHERWISE
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USBR
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U.S. BUREAU OF RECLAMATION
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V
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VALVE, VENT, VOLT, VACUUM
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VAR
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VARIES, OR VARIABLE
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VC
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VERTICAL CURVE
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VCP
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VITRIFIED CLAY PIPE
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VERT
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VERTICAL
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VIC
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VICTAULIC COUPLING
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VOL
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VOLUME
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VPI
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VERTICAL POINT OF INFLECTION
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VSS
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VOLATILE SUSPENDED SOLIDS
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VTC
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VENT THROUGH CEILING
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VTR
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VENT THROUGH ROOF
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W
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WEST, WASTE, WIDE FLANGE (BEAM)
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W/
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WITH
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W/O
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WITHOUT
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WC
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WATER COLUMN OR WATER CLOSET
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WCO
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WALL CLEANOUT
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WD
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WOOD
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WH
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WATER HEATER
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WS
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WATER STOP, WATER SURFACE
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WSP
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WELDED STEEL PIPE
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WSTP
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WATER STOP
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WT
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WEIGHT
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WWM
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WELDED WIRE MESH
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XMFR
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TRANSFORMER
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XMTR
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TRANSMITTER
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XS
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EXTRA STRONG
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YD
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YARD
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YP
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YARD PIPING
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YR
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YEAR
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_G-02.dwg Plotted: 9/8/2020 3:38 PM By: Tim Anderson Plotted: 9/8/2020 3:38 PM By: Tim Anderson9/8/2020 3:38 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
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177-17-01.02
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SEPTEMBER 2020
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26
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9-08-2020
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ROBERT
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H
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J. MAYERS
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(CIVIL)
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02
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G-02
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T. ANDERSON
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D. COWELL
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B. MAYERS
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B. MAYERS
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GENERAL
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ABBREVIATIONS
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A
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C-10
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ATMS CABLE COMMUNICATION BURIED COMMUNICATION OVERHEAD ELECTRICAL BURIED ELECTRICAL OVERHEAD FIBER OPTICS OVERHEAD FIBER OPTICS UNDERGROUND GAS IRRIGATION PETROLEUM LINE SANITARY SEWER STORM DRAIN TELEPHONE BURIED TELEPHONE OVERHEAD WATERLINE
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ATMS
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CTV
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C(ug)
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COMM
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P(ug)
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OHP
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FO
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G
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IRR
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PETRO
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SS
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SD
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T(ug)
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TEL
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W
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CABLE BOX CATCH BASIN ELECTRICAL BOX HYDRANT GAS MANHOLE SEWER MANHOLE STORM DRAIN MANHOLE TELEPHONE MANHOLE WATER MANHOLE WATER METER
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WM
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SECTION LINE PROPERTY LINE EASEMENT PARCEL RIGHT-OF-WAY NEW ASPHALT EXISTING ASPHALT CENTERLINE CONTOUR LINE, FINISHED GRADE CONTOUR LINE, EXISTING GRADE FINISHED ELEVATION EXISTING ELEVATION CUT OR FILL SLOPE SILT FENCE FENCE RAILING DITCH CULVERT RIPRAP TREE LINE/VEGETATION EXISTING STRUCTURE OR FACILITY NEW STRUCTURE OR FACILITY FUTURE STRUCTURE OR FACILITY NEW PIPELINE (CIVIL SHEETS) NEW PIPELINE 10" DIA AND EXISTING UTILITY PIPELINE
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COORDINATE IDENTIFICATION ELEVATION INDICATOR SECTION CORNER BENCH MARK MONUMENT INDICATOR POTHOLE TEST HOLE BORING HOLE
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LIQUID SURFACE EL
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HOSE BIBB (H/B)
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SLUICE GATE
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SLIDE GATE
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STOP GATE
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CHANGE IN PIPING MATERIAL
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24" RCP-RW
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FE
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FHC
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UNIT HEATER
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FIRE EXTINGUISHER
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FIRE HOSE CABINET
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WCO
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WCO
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REDUCER OR INCREASER
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DRAIN TRAP
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FLOOR SINK
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FLOOR DRAIN
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HUB DRAIN
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BLOW OFF ASSEMBLY
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CLEANOUT TO GRADE
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FLOOR CLEANOUT
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WALL CLEANOUT
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PRESSURE CLEANOUT TO GRADE
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COTG
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FCO
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FCO
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PCOTG
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COTG
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SPAN
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PLASTIC, RUBBER OR NEOPRENE
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GRATING
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CHECKERED PLATE
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TOE
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TOP
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GATE VALVE
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ALUMINUM OR METAL DECKING
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SAND
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EARTH
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GRAVEL
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CONCRETE
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INSULATION
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STEEL
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MASONRY
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(2) THIS DETAIL IS IDENTIFIED AS:
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(1) DETAIL IDENTIFICATION SHOWN ON DRAWING AS:
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DISCIPLINE
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S-02
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THE DETAIL NAME IS OPTIONAL AND LOCATED HERE, FOLLOWING DETAIL CALLOUT
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WOOD (ROUGH FRAMING) OR, OPENING OR DEPRESSION IN SLAB OR WALL
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PIPE SIZE AND TYPE/FLUID ABBREVIATION (USE FOR EXISTING PIPE CALLOUT)
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EQUIPMENT NUMBER (SEE EQUIPMENT SCHEDULE)
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(2) THIS SECTION IS IDENTIFIED AS:
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(1) SECTION CUT SHOWN ON DRAWING AS:
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SECTION LETTER
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DRAWING NUMBER WHERE THE SECTION IS SHOWN (SEE NOTE A)
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SECTION LETTER
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DRAWING NUMBER WHERE THE SECTION CUT IS SHOWN (SEE NOTE A)
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DETAIL NUMBER
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DRAWING NUMBER WHERE THE DETAIL IS SHOWN
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DETAIL NUMBER
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DRAWING NUMBER WHERE THE DETAIL IS SHOWN (SEE NOTE A)
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SECTION IDENTIFICATION
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TYPICAL DETAIL IDENTIFICATION
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DRAWING IDENTIFICATION SYSTEM
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LETTER
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DISCIPLINE
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G
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GENERAL
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C
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CIVIL
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GC
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GENERAL CIVIL
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A
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ARCHITECTURAL
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GA
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GENERAL ARCHITECTURAL
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S
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STRUCTURAL
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GS
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GENERAL STRUCTURAL
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M
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MECHANICAL
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GM
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GENERAL MECHANICAL
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H
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HVAC
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E
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ELECTRICAL
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GE
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GENERAL ELECTRICAL DETAILS
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I
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INSTRUMENTATION
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INDIVIDUAL DRAWING NUMBER
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NOTES: A. IF PLAN AND SECTION (OR DETAIL CALL-OUT AND IF PLAN AND SECTION (OR DETAIL CALL-OUT AND DETAIL) ARE SHOWN ON SAME DRAWING, DRAWING NUMBER IS REPLACED BY A HORIZONTAL LINE. B. ELECTRICAL SYMBOLS SHOWN ON ELECTRICAL ELECTRICAL SYMBOLS SHOWN ON ELECTRICAL DRAWINGS. FOR WELDING SYMBOLS USE AMERICAN WELDING SOCIETY STANDARD SYMBOLS. SEE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL.
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TYPICAL DETAIL NUMBER, SEE INDEX OF DRAWINGS FOR LOCATION OF GENERAL DRAWINGS
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4500
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4500
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TO BE CONSTRUCTED
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SMALLER (CIVIL SHEETS)
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PIPE CALLOUT (SEE PIPING SCHEDULE)
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1
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1
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REVISION WORK
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LIGHT POLE ONE LUMINAIRE LIGHT POLE TWO LUMINAIRS LIGHT POLE STREET LIGHT WITH BRACKET
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3
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A
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05
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05
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1
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REFERENCE TO NOTE
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COLUMN LINE GRID
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WINDOW TYPE
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DOOR NUMBER
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ROOM NUMBER
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POWER POLE TELEPHONE BOX
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TB
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X
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X
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DETAIL IDENTIFICATION
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Tv
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EB
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W
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S
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T
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D
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G
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FO(ug)
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SECTION
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SCALE: AS DESIGNATED
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A
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M-01,C-01...
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DETAIL
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SCALE: AS DESIGNATED
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1
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M-01,C-01...
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C
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2000
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TYPICAL DETAIL
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NTS
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3
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C-10
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R/W
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GENERAL NOTES:
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_G-03.dwg Plotted: 9/8/2020 3:38 PM By: Tim Anderson Plotted: 9/8/2020 3:38 PM By: Tim Anderson9/8/2020 3:38 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
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177-17-01.02
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SEPTEMBER 2020
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26
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9-08-2020
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(CIVIL)
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03
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G-03
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T. ANDERSON
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D. COWELL
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B. MAYERS
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B. MAYERS
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GENERAL
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SYMBOLS
” ”
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1. SYMBOLS FOR STRUCTURES, PIPE, ETC. USED FOR IDENTIFICATION ARE SHOWN IN LEGENDS AND SYMBOLS FOR STRUCTURES, PIPE, ETC. USED FOR IDENTIFICATION ARE SHOWN IN LEGENDS AND SHALL BE FOLLOWED THROUGHOUT THE PLANS WHENEVER APPLICABLE. NOT ALL OF THE VARIOUS COMPONENTS SHOWN IN THESE LEGENDS ARE NECESSARILY USED IN THE PROJECT. 2. SCALE OF THE DRAWINGS OR DETAILS ARE SHOWN IN THE TITLE BLOCK OR DIRECTLY UNDER SCALE OF THE DRAWINGS OR DETAILS ARE SHOWN IN THE TITLE BLOCK OR DIRECTLY UNDER THE PLAN OR DETAIL. THE SIZE OF THE ORIGINAL PLOTTED DRAWINGS IS 22”X34”. CARE SHOULD X34”. CARE SHOULD . CARE SHOULD BE TAKEN TO VERIFY THE SCALE BAR IN THE TITLE BLOCK AREA TO DETERMINE THE SCALE OF REDUCED REPRODUCTIONS. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PERFORM CONSTRUCTION ACTIVITIES PER THE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PERFORM CONSTRUCTION ACTIVITIES PER THE CONTRACT DOCUMENTS. ANY ADDITIONS, DELETIONS, OR MODIFICATIONS SHALL FIRST MEET WITH THE WRITTEN APPROVAL OF THE ENGINEER AND THE OWNER. 4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE WHICH ARE TO REMAIN IN PLACE. ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED TO ORIGINAL OR BETTER CONDITION TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. 5. NOT USED. NOT USED. 6. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN A WORKMANLIKE AND SAFE MANNER AND ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN A WORKMANLIKE AND SAFE MANNER AND IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND JOB-SITE RELATED CONSTRUCTION CONDITIONS AND REQUIREMENTS. OBTAIN PERMITS, INSPECTIONS, AND APPROVALS AS REQUIRED BY JURISDICTIONAL AGENCIES AND PAY ALL ASSOCIATED FEES. CONTRACTOR AND INSTALLERS SHALL BE LICENSED AS REQUIRED BY STATE AND LOCAL JURISDICTIONS, AND BONDED AS DETERMINED BY PROJECT REQUIREMENTS. 7. SEE PIPE SCHEDULE FOR PRESSURE TEST REQUIREMENTS. ALL FLANGES, VALVES, FITTINGS, ETC. SEE PIPE SCHEDULE FOR PRESSURE TEST REQUIREMENTS. ALL FLANGES, VALVES, FITTINGS, ETC. SHALL BE RATED APPROPRIATELY. IN THE CASE OF PIPELINES THAT FAIL TO PASS THE LEAKAGE TEST, THE CONTRACTOR SHALL DETERMINE THE CAUSE OF THE EXCESSIVE LEAKAGE, SHALL TAKE CORRECTIVE MEASURES NECESSARY TO REPAIR THE LEAKS, AND SHALL AGAIN TEST THE PIPELINES, ALL AT NO COST TO THE OWNER. 8. PIPE, FITTINGS, COUPLINGS, CONNECTIONS, EXISTING EQUIPMENT, STRUCTURES AND OTHER PIPE, FITTINGS, COUPLINGS, CONNECTIONS, EXISTING EQUIPMENT, STRUCTURES AND OTHER ELEMENTS ARE SHOWN BASED ON A LASER SCAN SURVEY PERFORMED TO IDENTIFY AND LOCATE THESE FEATURES FOR THIS PROJECT. LOCATIONS, DIMENSIONS, ELEVATIONS AND OTHER PARAMETERS ARE BELIEVED TO BE ACCURATE WITHIN THE CAPABILITIES OF THIS TECHNOLOGY. HOWEVER, FIELD CONFIRMATION OF THIS INFORMATION BY THE CONTRACTOR IS MANDATORY, AND ADJUSTMENTS WILL BE NEEDED TO ACCOUNT FOR ANY INACCURACIES OR CHANGES IN THE INFORMATION, ASSUMPTIONS, MATERIALS, MANUFACTURING, FABRICATING, ETC.
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GENERAL NOTES
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PIPE MATERIAL AND PRESSURE TESTING SCEDULE
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SYMBOL
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PIPE
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FITTINGS
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PRESSURE TEST REQUIREMENTS
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MIN TEST PRESSURE
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TEST MEDIUM
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NOTES
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N (24)
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ASTM B88, HARD TEMPERED TYPE K COPPER
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SOLDER JOINT
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150 PSIG
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WATER
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0 LEAKAGE; 5% LOSS IN 24 HOURS. TEST NITROGEN PIPING BY BLOCKING ENDS FROM EQUIPMENT AND PRODUCT PIPING
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PRD (33)
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ASTM A53 OR OA106, SCHEDULE 40 CARBON STEEL, PLAIN END
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WELDED FLANGE OR COUPLING RING
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50 PSIG
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WATER
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5% LOSS IN 24 HOURS. TEST PRODUCT PIPING BY BLOCKING ENDS FROM EQUIPMENT AND AIR SAVER OPENINGS
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EQUIPMENT AND FITTING SCHEDULE
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KEYNOTE NO.
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ITEM
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DESCRIPTION
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AIR SAVERS
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DC-5 AIR SAVER WITH FLOW CONTROLLER AND TUBING
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15° SUPERSLIK BEND
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SUPERSLIK ABRASION RESISTANT TUBING BEND WITH SPLIT FLANGES, SERIES 442
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30° SUPERSLIK BEND
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SUPERSLIK ABRASION RESISTANT TUBING BEND WITH SPLIT FLANGES, SERIES 442
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LATERAL (WYE)
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WEAR RESISTANT LATERAL, 550 BHN
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END RECEIVER
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SERIES 106 END RECEIVER WITH COUPLING RING, INFLATABLE BUTTERFLY VALVE AND ACTUATOR
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COUPLING
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TUF-LOK RING GRIP PIPE COUPLING, SERIES 688, SST
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GROUNDING JUMPER
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#2 AWG WIRE, INSULATED STRANDED COPPER CONDUCTOR. STRAP SHALL BE 1-1/4" X 1/16" THICK
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1
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2
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3
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4
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5
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6
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7
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AIR SAVER SETTINGS SCHEDULE*
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AIR SAVER NO.
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TRANSPORTER 100 (WEST SIDE)
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TRANSPORTER 200 (EAST SIDE)
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A1
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535
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466
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A2
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529
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461
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A3
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523
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456
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A4
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517
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451
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A5
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511
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446
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A6
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506
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442
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A7
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500
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437
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A8
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494
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432
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A9
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488
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427
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A10
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482
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422
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A11
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476
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417
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A12
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470
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412
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A13
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464
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407
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A14
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458
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402
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A15
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452
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397
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A16
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447
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393
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A17
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441
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388
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A18
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435
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383
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A19
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429
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378
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A20
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423
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373
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A21
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417
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--
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A22
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411
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--
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A23
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406
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--
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B1
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360
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367
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B2
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354
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359
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B3
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348
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352
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B4
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342
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344
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B5
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336
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337
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B6
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330
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329
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B7
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324
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--
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C1
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398
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367
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C2
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391
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359
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C3
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384
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351
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C4
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377
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343
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C5
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370
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335
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C6
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363
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328
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C7
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--
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320
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C8
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--
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312
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*AIR SAVER SETTINGS ARE ESTIMATED AND ARE SUBJECT TO REVIEW, REVISION AND FURTHER ADJUSTMENT BY THE MANUFACTURER FOR PROPER OPERATION
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_G-04.dwg Plotted: 9/8/2020 3:38 PM By: Tim Anderson Plotted: 9/8/2020 3:38 PM By: Tim Anderson9/8/2020 3:38 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
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177-17-01.02
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SEPTEMBER 2020
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26
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9-08-2020
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R
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E
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G
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I
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S
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T
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E
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R
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E
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D
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P
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R
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O
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F
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E
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S
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S
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I
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O
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N
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A
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L
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E
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N
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G
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I
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N
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E
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E
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R
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#174438
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ROBERT
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S
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T
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A
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T
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E
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O
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F
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U
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T
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A
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H
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J. MAYERS
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(CIVIL)
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04
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G-04
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T. ANDERSON
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D. COWELL
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B. MAYERS
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B. MAYERS
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GENERAL
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GENERAL NOTES AND
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PIPE SCHEDULE
EOF
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1
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---
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2
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S-03
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3
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S-03
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PLAN NOTES 1. SEE GS-01 FOR ADDITIONAL NOTES. SEE GS-01 FOR ADDITIONAL NOTES. 2. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED. 3. CONTRACTOR SHALL EXPOSE STRUCTURAL STEEL FOR WELDING CONTRACTOR SHALL EXPOSE STRUCTURAL STEEL FOR WELDING NEW COLUMNS. CONTRACTOR SHALL PROTECT EXISTING ROOFING DURING CONSTRUCTION AND WELDING FROM DAMAGE. OPENINGS IN ROOF SHALL BE DRIED IN DAILY TO KEEP WEATHER OUT OF BUILDING. PATCH ROOF MEMBRANE AND INSULATION AFTER INSTALLATION TO MAINTAIN ROOF WARRANTY.
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4
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S-05
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(SIM)
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TOP OF ROOF MEMBRANE
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(E) W18X76
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(E) W24X76
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(E) W21X44
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3x3x3/16
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HSS4x4x1/4
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HSS4x4x1/4
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W12X45
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NOTE 3
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WP
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14" STIFFENER PLATES AND BOLTS SIM TO S/4005
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05
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S-01
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T. ANDERSON
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S. COHEN
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S. COHEN
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B. MAYERS
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STRUCTURAL
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BUILDING PLAN LAYOUT
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_S-01.dwg Plotted: 9/8/2020 3:52 PM By: Tim Anderson Plotted: 9/8/2020 3:52 PM By: Tim Anderson9/8/2020 3:52 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
AutoCAD SHX Text
177-17-01.02
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SEPTEMBER 2020
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26
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9-08-2020
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PLAN
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SCALE: 1/8" = 1'-0"
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N
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SECTION
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SCALE: 1" = 1'-0"
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1
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---
EOF
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W8X24 (TYP)
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W10X19
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W10X19
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C12X20.7
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C12X20.7
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C12X20.7
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C12X20.7
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W10X19
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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HSS6X6X 14(TYP)
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3
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S-03
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W10X19
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W10X19
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W10X19
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W10X19
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W10X19
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W10X19
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W10X19
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EL 4336.37'
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TOP OF GRATING
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T=1 "12"
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EL 4337.00'
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TOP OF GRATING
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MODIFY GUARDRAIL AT INTERSECTION (TYP 2 PLACES)
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SIM
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J
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S-05
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J
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S-05
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HSS2 X2 X 12X2 X 12X 316TYP
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3X3X @ 316 @ PIPE LEVELS
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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2'-1"
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2'-1"
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3X3X @ 316 @ PIPE LEVELS
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W8X10
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W8X10
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SEE DETAIL 1
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W8X10
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C10X15.3
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C10X15.3
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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W8X10
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HSS4X4X 14(TYP)
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HSS6X6X1/4
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HSS4X4X 14(TYP)
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W12X45
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(E)W21X44
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(E)W21X44
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(E)W21X44
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(E)W18X76
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(E)W18X76
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(E)W18X76
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(E)W18X76
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PROVIDE HOLE IN GRATING AT PIPING (TYP)
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2"X " FLAT BAR X-BRACE, 14" FLAT BAR X-BRACE, BOLT ( " A325) OR WELD 34" A325) OR WELD( X4" FILLET) TO BOTTOM OF 316X4" FILLET) TO BOTTOM OF STEEL BEAM. BOLT OR WELD AT CROSS INTERSECTION.
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X-BRACE, TYP 3 LOCATIONS, SEE
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T=1 "12"
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2
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S-03
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1
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S-01
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EL 4326.33
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(E) TOS
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W8X10
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3
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S-03
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W12X45
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(E)W21X44
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(E)W21X44
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(E)W21X44
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(E)W21X44
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(E)W24X68
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(E)W24X68
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(E)W24X68
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(E)W24X84
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(E)W24X76
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NEW BUILT-UP LANDING PAD W/ RIGID INSULATION, "DENSEDECK" COVER BOARDS AND NEW ROOFING TO MATCH (E) BUILT-UP LANDING PADS
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4
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S-05
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W12X45
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3 X3 X 12X3 X 12X 516PIPE BRACES
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MITER WELD @ CORNER
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1/4
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06
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S-02
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T. ANDERSON
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S. COHEN
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S. COHEN
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B. MAYERS
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STRUCTURAL
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STRUCTURAL PLAN LAYOUT
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_S-02.dwg Plotted: 9/8/2020 3:55 PM By: Tim Anderson Plotted: 9/8/2020 3:55 PM By: Tim Anderson9/8/2020 3:55 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
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177-17-01.02
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SEPTEMBER 2020
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26
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9-08-2020
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N
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N
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PLAN
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SCALE: 3/8" = 1'-0"
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A
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---
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PLAN
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SCALE: 3/8" = 1'-0"
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B
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---
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NOTES: 1. FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. 2. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED.ALL STEEL SHALL BE HOT-DIPPED GALVANIZED.
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DETAIL
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SCALE: NTS
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1
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---
EOF
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HSS 2 X2 X 12X2 X 12X 316
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(N) PIPING
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(E) PIPING
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(E) STEEL TO BE REMOVED AFTER PIPING IS RELOCATED
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W10x19 @ COLUMNS W8X10 BETWEEN
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W10x19
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W10x19
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W8X24
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HSS6X6X1/4
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HSS6X3X1/4
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W14X30
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W8X21
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4X3X3/16XCONT.
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(E)W8X24
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1 "12"
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1/2" DIA. U-BOLT W/ DOUBLE NUTS. 'U' BOLT PIPE SUPPORT GRINNEL FIG. 259, ELCEN FIG. 49, OR EQUAL. HOT-DIP GALVANIZE.
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RUBBER SPACER AS REQUIRED
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316" CAP
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3X3X3/16
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ALTERNATE PIPE LOCATION
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2X2X3/16
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3/16
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3/16
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(SIM)
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(SIM)
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3X2X3/16
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14" STITCH @ MID POINT
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W.P.
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W.P.
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W.P.
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1 "12"
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2"X " FLAT BAR 14" FLAT BAR X-BRACE, BOLT ( " 34" A325) OR WELD ( X4" 316X4" FILLET) TO BOTTOM OF STEEL BEAM. BOLT OR WELD AT CROSS INTERSECTION.
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14" STIFFENER PLATES AND BOLTS SIM TO S/4005
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HSS 2 X2 X 12X2 X 12X 316
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(N) PIPING
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316" CAP
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3/16
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2X2X3/16
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3/16
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07
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S-03
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T. ANDERSON
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S. COHEN
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S. COHEN
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B. MAYERS
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STRUCTURAL
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SECTIONS
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_S-03.dwg Plotted: 9/8/2020 3:59 PM By: Tim Anderson Plotted: 9/8/2020 3:59 PM By: Tim Anderson9/8/2020 3:59 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
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177-17-01.02
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SEPTEMBER 2020
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26
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9-08-2020
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SECTION
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SCALE: 3/4" = 1'-0"
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2
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S-01
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SECTION
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SCALE: 3/4" = 1'-0"
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3
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S-01
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EL 4236.33
EOF
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EXISTING BEAM
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EXISTING ROOF MEMBRANE
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1/4
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1/4
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"XREQ'D38"XREQ'D
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HSS COLUMN, SEE PLAN, CENTERED ON EXISTING BEAM
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W12X45
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HSS2X2X1/4XREQ'D @ 10'-0" O.C. (TWO WITHIN 2'-0" OF ENDS)
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1/2" DIA. U-BOLT W/ DOUBLE NUTS. 'U' BOLT PIPE SUPPORT GRINNEL FIG. 259, ELCEN FIG. 49, OR EQUAL. HOT-DIP GALVANIZE.
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DRY SOLIDS PIPING
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SHOP OR FIELD WELD
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1/4
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2" MIN
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RUBBER SPACERS AS REQUIRED
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"X4"XREQ'D14"X4"XREQ'D
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3/16
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W.P.
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3/16
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2" MIN
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"XREQ'D14"XREQ'D
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"X5"XREQ'D14"X5"XREQ'D
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"XREQ'D14"XREQ'D
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TYP
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3/16
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NS & FS
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3/16
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NS & FS
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3/16
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NS & FS
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3/16
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2 MIN
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"X6"X6"12"X6"X6"X6"X6"
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3/16
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BASE PLATE "X8"X12" 58"X8"X12" W/ (2) " EPOXY 34" EPOXYANCHORS (6" EMBED)
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34" EPOXY ANCHOR(6" EMBED)
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4X4X3/8X1'-0" W/ (2) " EPOXY 34" EPOXYANCHORS (6" EMBED)
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1/4
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1/4
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(SIM)
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3/16
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OPTION FULL PEN WELD
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(N) W8X24
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FLANGE
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(E) W8X24 COLUMN. NOTE THAT TOP OF COLUMN CONDITION VARIES, CONTRACTOR TO FIELD VERIFY
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1/4
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12" STIFFENER EACH SIDE
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4X3X3/16XCONT
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TYP
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3/16
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2@16
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F
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---
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NOTE THAT (E) CMU HAS SPLIT FACE SURFACE. PROVIDE DRY PACK GROUT BETWEEN (N) STEEL AND (E) CMU SURFACE TO FILL GAPS.
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STIFFENER
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3 SIDES
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3/16
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CAP "XREQ'D12"XREQ'D
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FLANGE
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1/4
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STIFFENER ", 12", NOTCHED AT COLUMN FILLET
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08
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S-04
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T. ANDERSON
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S. COHEN
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S. COHEN
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B. MAYERS
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STRUCTURAL
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STRUCTURAL DETAILS
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_S-04.dwg Plotted: 9/8/2020 4:06 PM By: Tim Anderson Plotted: 9/8/2020 4:06 PM By: Tim Anderson9/8/2020 4:06 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
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177-17-01.02
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SEPTEMBER 2020
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26
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9-08-2020
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PIPE SUPPORT
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SCALE: 3" = 1'-0"
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A
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S-01, S-03
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BASE CONNECTION CONNECTION
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SCALE: 1 1/2" = 1'-0"
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B
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S-01, S-03
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BRACING CONNECTION CONNECTION
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SCALE: 1 1/2" = 1'-0"
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C
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S-03
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BRACING CONNECTIONS CONNECTIONS
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SCALE: 1" = 1'-0"
AutoCAD SHX Text
D
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S-03
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STEEL CONNECTIONS CONNECTIONS
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SCALE: 1 1/2" = 1'-0"
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E
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S-03
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MOMENT CONNECTION
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SCALE: 3" = 1'-0"
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F
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---
EOF
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(E)W10X39
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(N)W10X39
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EACH FLANGE
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3/16
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3 X3 X @ 8' O.C. 12X3 X @ 8' O.C. 12X @ 8' O.C. 516 @ 8' O.C. ±
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3/16
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TYP
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A
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---
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TYP
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3/16
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12" CAP
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(E) W21
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6X3 X ANGLE FRAME 12X ANGLE FRAME 34 ANGLE FRAME
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3 X3 X W/ " 12X3 X W/ " 12X W/ " 516 W/ " 12" U-BOLT (SEE H/S-05)
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HSS8X4X BETWEEN 14 BETWEEN HSS6X6X COLUMNS14 COLUMNS
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3 X3 X W/ " 12X3 X W/ " 12X W/ " 516 W/ " 12" U-BOLT (SEE H/S-05)
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1/4
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TYP
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1/4
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TYP
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HSS8X4X BETWEEN 14 BETWEEN HSS6X6X COLUMNS14 COLUMNS
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K
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---
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(E) W21
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3/16
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OPTION A
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(N) PIPING W/ 1/2" DIA. U-BOLT. 1/2" DIA. U-BOLT W/ DOUBLE NUTS. 'U' BOLT PIPE SUPPORT GRINNEL FIG. 259, ELCEN FIG. 49, OR EQUAL. HOT-DIP GALVANIZE.
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(E) PIPING TO BE REMOVED
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W6X9
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3/16
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3 " STD PIPE 12" STD PIPESLEEVE W/ " 34" THRU BOLT
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(E) 3" PIPE STAND, FIELD VERIFYSIZE CUT HEIGHT FOR W6X9
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TOP OF EXISTING SILO
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C6X8.2
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RUBBER SPACER AS REQUIRED
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3/16
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1/4
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1/4
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3 X3 X W/ " U-BOLT12X3 X W/ " U-BOLT12X W/ " U-BOLT516 W/ " U-BOLT12" U-BOLT
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HSS COLUMN, SEE PLAN
AutoCAD SHX Text
HSS 8X4X 14
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09
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S-05
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T. ANDERSON
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S. COHEN
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S. COHEN
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B. MAYERS
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STRUCTURAL
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STRUCTURAL DETAILS
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_S-05.dwg Plotted: 9/8/2020 3:33 PM By: Tim Anderson Plotted: 9/8/2020 3:33 PM By: Tim Anderson9/8/2020 3:33 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
AutoCAD SHX Text
177-17-01.02
AutoCAD SHX Text
SEPTEMBER 2020
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26
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9-08-2020
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PIPE SUPPORT COLUMN
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SCALE: 3/4" = 1'-0"
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H
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---
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SECTION
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SCALE: 3/8" = 1'-0"
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4
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S-01
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PIPE SUPPORT COLUMN
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SCALE: 3/4" = 1'-0"
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G
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---
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SECTION
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SCALE: 1 1/2" = 1'-0"
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A
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---
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PIPE SUPPORT
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SCALE: NTS
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J
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S-02
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1/2" DIA. U-BOLT W/ DOUBLE NUTS. 'U' BOLT PIPE SUPPORT GRINNEL FIG. 259, ELCEN FIG. 49, OR EQUAL. HOT-DIP GALVANIZE.
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PIPE SUPPORT
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SCALE: 1 1/2" = 1'-0"
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K
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---
EOF
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10
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GS-01
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T. ANDERSON
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S. COHEN
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S. COHEN
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B. MAYERS
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STRUCTURAL
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GENERAL STRUCTURAL
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NOTES
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_GS-01.dwg Plotted: 9/8/2020 3:38 PM By: Tim Anderson Plotted: 9/8/2020 3:38 PM By: Tim Anderson9/8/2020 3:38 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
AutoCAD SHX Text
NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
AutoCAD SHX Text
SOUTH VALLEY WATER RECLAMATION FACILITY
AutoCAD SHX Text
DRYER PIPING MODIFICATIONS
AutoCAD SHX Text
WEST JORDAN, UTAH
AutoCAD SHX Text
177-17-01.02
AutoCAD SHX Text
SEPTEMBER 2020
AutoCAD SHX Text
26
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9-08-2020
EOF
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SCALE:
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COLUMN CONNECTION
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NTS
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S
AutoCAD SHX Text
4405
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SCALE:
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BEAM CONNECTION
AutoCAD SHX Text
NTS
AutoCAD SHX Text
S
AutoCAD SHX Text
4406
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SCALE:
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COLUMN CONNECTION
AutoCAD SHX Text
NTS
AutoCAD SHX Text
S
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4407
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SCALE:
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COLUMN CONNECTION
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NTS
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S
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4408
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SCALE:
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WELD ACCESS HOLES
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NTS
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S
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4409
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S
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4406
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1. SEE FRAMING PLANS FOR BEAM SIZES. SEE FRAMING PLANS FOR BEAM SIZES. 2. ALL BOLTS SHALL BE A325-N, UNO. ALL BOLTS SHALL BE A325-N, UNO. 3. STEEL DECK & JOISTS NOT SHOWN. STEEL DECK & JOISTS NOT SHOWN. 4. BEAM MAY OCCUR HIGHER FOR DECK BEAM MAY OCCUR HIGHER FOR DECK BEARING, COORD W/PLAN.
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SHEARTAB, FOR SIZE & BOLTS SEE
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WHERE BEAMS DO NOT OCCUR EA SIDE, PROVIDE " STIFF 14" STIFF OPP SIDE OF BEAM BRG, OTHERWISE PROVIDE SHEAR W/BOLTS AS REQD FOR FRAMING CONN ON EA SIDE
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SHEAR " x REQD 38" x REQD W/ BOLTS PER SCHED
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316
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316
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14
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316
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316
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SUPPORTING STEEL BEAM, SEE PLAN
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BOLT SCHEDULE
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W8, W10
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(2) " 34"
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W12, W14
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(3) " 34"
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W16, W18
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(4) " 34"
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W21, W24
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(5) " 34"
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W27
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(6) " 34"
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SEE NOTE 4
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316
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14
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NOTE: OTHER FRAMING MEMBERS NOT SHOWN
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14"STIFF EA SIDE OF WEB AT BRG
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14" STIFFNER EA SIDE OF WEB
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STEEL COL, SEE PLAN, W/ CAP " x REQD 34" x REQD W/ (4) " BOLTS34" BOLTS
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12" MAX
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STEEL BEAM, SEE PLAN
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STEEL COLUMN, SEE PLAN, W/ " x REQD 34" x REQD CAP W/ (2) " 34" THRU BOLTS
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(2) L3 x3 x5 x REQD 12x3 x5 x REQD 12x5 x REQD 516 x REQD AT HSS8x8 AND LARGER (2) L3 x2 x x REQD 12x2 x x REQD 12x x REQD 516 x REQD AT HSS6x6 (2) 3 "x2"x " x REQD 12"x2"x " x REQD 516" x REQD BENT AT HSS 5x5
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NOTE: OTHER FRAMING MEMBERS NOT SHOWN
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3" TYP
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1 " 12" TYP
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1'-0" TYP
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1 " 12" TYP
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STEEL BEAMS, TYP, SEE PLAN
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12" MAX TYP
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12" TYP
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2" TYP
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14
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12" MAX TYP
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HSS COL, SEE PLAN
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USE MAX NO OF " 34" A325-SC BOLTS IN A SINGLE LINE, TYP
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14" RETURN AT TOP OF L, TYP
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NOTES: 30° BEVEL AS REQUIRED BY AWS D1.1 FOR FOR SELECTED GROOVE WELD PROCEDURE LARGER OF t OR "( "t ) bf OR "( "t ) 12"(± 14"t ) bf) 34t TO t , " MINIMUM ( ") bf TO t , " MINIMUM ( ") bf, " MINIMUM ( ") 34" MINIMUM (±14") 38" MINIMUM RADIUS (PLUS NOT LIMITED, OR MINUS 0) 3t ( ") bf (±12") SEE AISC SEISMIC GUIDELINES FOR CUTTING AND SMOOTHNESS REQUIREMENTS. TOLERANCES SHALL NOT ACCUMULATE TO THE EXTENT THAT THE ANGLE OF THE ACCESS HOLE CUT TO THE FLANGE SURFACE EXCEEDS 25°.
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1 " TYP12" TYP
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NOTE: OTHER FRAMING MEMBERS NOT SHOWN
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STEEL BEAMS, TYP, SEE PLAN, W/ END(S) COPED AS REQD
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3" TYP
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1 " 12" TYP
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34" MIN
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3 SIDES
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bf
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11
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GS-02
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T. ANDERSON
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S. COHEN
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S. COHEN
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B. MAYERS
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STRUCTURAL
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GENERAL STRUCTURAL
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DETAILS - 01
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_GS-02.dwg Plotted: 9/8/2020 3:39 PM By: Tim Anderson Plotted: 9/8/2020 3:39 PM By: Tim Anderson9/8/2020 3:39 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
AutoCAD SHX Text
SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
AutoCAD SHX Text
177-17-01.02
AutoCAD SHX Text
SEPTEMBER 2020
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26
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9-08-2020
EOF
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14
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3 SIDES
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14
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3 SIDES
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STAIR TOP (CONCRETE LANDING)
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STAIR TOP/BOTTOM (STEEL/AL LANDING)
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NOTE: THIS CONNECTION ALSO APPLIES TO STRINGERS HUNG AT THIS CONNECTION ALSO APPLIES TO STRINGERS HUNG AT BOTTOM OF STAIRS.
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CONCRETE BEAM OR SLAB
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STRINGER
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RAIL POST
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FACE OF CONCRETE
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(2) 3#4" SST CONCRTEANCHORS
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FULL PENETRATION WELDS AT ALL BENDS IN STRINGERS - GRIND SMOOTH.
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L3x3x AT EACH 14 AT EACH STRINGER
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TREAD
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FULL PENETRATION WELDS AT ALL BENDS IN STRINGERS - GRIND SMOOTH.
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L3x3x 14AT EACH STRINGER
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TREAD
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STRINGER
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RAIL POST
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GRATING OR CONCRETE SLAB
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(2) " BOLTS34" BOLTS
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BEAM PER PLAN
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FACE OF LANDING
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NOTE: WHERE SLAB OR SIDEWALK DOES NOT OCCUR PROVIDE 4'-6"x2'-0"x10" PAD W/ #4@12" EW CENTERED.
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1'-0"
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1'-0"
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316
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1"
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1"
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CONCRETE LANDING SHOWN. REFER TO TOP ATTACHMENT DETAILS AS APPROPRIATE.
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STAIR NOTES: 1. STAIR WIDTH IS BACK TO BACK OF CHANNEL STRINGERS STAIR WIDTH IS BACK TO BACK OF CHANNEL STRINGERS CLEAR STAIR WIDTH. DIMENSION MATCHES STAIR TREAD LENGTH. 2. TREAD WIDTH = 12" TYPICAL. TREAD WIDTH = 12" TYPICAL. 3. RAIL POST SPACING SHALL NOT EXCEED 6'-0". WELD " RAIL POST SPACING SHALL NOT EXCEED 6'-0". WELD " 12" THICK PLATE TO BOTTOM AND ATTACH TO STRINGER WITH (2) 12" BOLTS WITH NUTS AND WASHERS. MATERIAL FOR BOLTS,NUTS, AND WASHERS TO BE STAINLESS STEEL EXCEPT FOR GALVANIZED STEEL, USE GALVANIZED BOLTS. 4. COAT ALL ALUMINUM SURFACES IN CONTACT WITH CONCRETE COAT ALL ALUMINUM SURFACES IN CONTACT WITH CONCRETE PER SPECIFICATIONS.
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1 " ALUMINUM GUARDRAIL 12" ALUMINUM GUARDRAIL SEE NOTE 3 BELOW
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1 " ALUMINUM HANDRAIL12" ALUMINUM HANDRAIL
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FACE OF LANDING
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METAL GRATING, CONCRETE BEAM, OR SLAB
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CHANNEL STRINGERS C12x20.7 STEEL OR C12X7.41 ALUMINUM
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TREAD SIZE PER TABLE W/ ABRASIVE NOSING (TYP) W/ (2) " SST 38" SSTBOLTS EACH SIDE.
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1"± NON-SHRINKGROUT
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"x6" BASE38"x6" BASE
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(2) " SST CONCRETE ANCHORS58" SST CONCRETE ANCHORS
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14" CLOSURE PLATE
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TOP ELEVATION
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BOTTOM ELEVATION
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12
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GS-03
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T. ANDERSON
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S. COHEN
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S. COHEN
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B. MAYERS
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STRUCTURAL
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GENERAL STRUCTURAL
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DETAILS - 02
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NOT TO SCALE
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METAL STAIR
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S
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4420
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_GS-03.dwg Plotted: 9/8/2020 3:39 PM By: Tim Anderson Plotted: 9/8/2020 3:39 PM By: Tim Anderson9/8/2020 3:39 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
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177-17-01.02
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SEPTEMBER 2020
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26
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9-08-2020
EOF
ATUT
STEP
HEN
D.
CO
HEN
# 17
6558
STAH
PROFESSIONAL
STRU
C TUR
AL ENG I NEER
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GUARDRAIL POST
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" CAP316" CAP
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38" "U" BOLT AT EACH POST
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1"
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GUARDRAIL POST
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14" KICK COPE @ POST AS REQ'D
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NOTES: 1. COPE KICK PLATE AROUND GUARDRAIL. COPE KICK PLATE AROUND GUARDRAIL. 2. MANUFACTURER'S STANDARD 4" KICK PLATE MAY BE MANUFACTURER'S STANDARD 4" KICK PLATE MAY BE SUBSTITUTED. 3. PLATE MATERIAL TO MATCH RAIL MATERIAL.PLATE MATERIAL TO MATCH RAIL MATERIAL.MATERIAL.
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SPACER AS REQUIRED
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14"
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MAX
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SCALE:
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POST MOUNT & KICK PLATE
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NTS
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S
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4432
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SCALE:
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POST MOUNT DETAIL
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NTS
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S
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4431
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MOUNTING HARDWARE BY RAILING SUPPLIER
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SIDE MOUNT DETAIL
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L4x3x x0'-6" POST ANGLE, 38x0'-6" POST ANGLE, WELDED OR BOLTED TO BEAM WEB ( FILLET WELD OR (2) 14 FILLET WELD OR (2) 12" DIA A325 BOLTS)
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2" PIPE SLEEVE X 8" PIPE SLEEVE X 8"
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GRATING
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14"
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14"
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DIMENSIONS SHOWN ON PLANS ARE TO FACE OF CONCRETE
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GRATING
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12" HSA @18" MAX
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L3x2x (LLV) OR AS 14 (LLV) OR AS INDICATED ON DRAWINGS
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316
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2@12
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x"T"14x"T"
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58" SST CONCRETEANCHORS @ 24" MAX
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L3x2x (LLV) OR 14 (LLV) OR AS INDICATED ON DRAWINGS
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DETAIL NOTES: 1. GRATING DEPTH "T" AS NOTED ON DRAWINGS. GRATING DEPTH "T" AS NOTED ON DRAWINGS. 2. ALL EDGES AND OPENINGS ARE TO BE BANDED. ALL EDGES AND OPENINGS ARE TO BE BANDED. 3. WEIGHT OF INDIVIDUAL GRATING SECTION SHALL NOT WEIGHT OF INDIVIDUAL GRATING SECTION SHALL NOT EXCEED 80 LBS. 4. METAL BEARING BARS ARE TO BE DEPTH "T"x " @ METAL BEARING BARS ARE TO BE DEPTH "T"x " @ 316" @ 1 " OC. CROSS BARS ARE TO BE AT 4" OC. 316" OC. CROSS BARS ARE TO BE AT 4" OC. 5. PROVIDE A MINIMUM OR 4 CLIPS PER GRATING PANEL PROVIDE A MINIMUM OR 4 CLIPS PER GRATING PANEL AND LOCATE APPROXIMATELY 4" FROM PANEL CORNERS. MAXIMUM SPACING OF CLIPS IS 3'-0". 6. MATERIALS: MATERIALS: ALUMINUM GRATING - USE ALUMINUM ANGLE SUPPORTS AND STAINLESS STEEL BOLTS AND CLIPS.
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BANDING BAR
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BANDING BAR
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1 " GALVANIZED 12" GALVANIZED GUARDRAIL TYPICAL
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1 " GALVANIZED 12" GALVANIZED HANDRAIL TYPICAL
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1'-0"
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1'-0"
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4" HIGH KICK PLATE TYPICAL. SEE NOTE 2 AND DETAIL S/4432.
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WALKING SURFACE
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4" HIGH KICK PLATE TYPICAL. SEE NOTE 2 AND DETAIL S/4432.
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NOTES: 1. PLACE CENTER OF FLOOR FLANGE MOUNTED POSTS 4" FROM EDGE OF CONCRETE OR 6" FROM STAIR NOSINGS UNLESS OTHERWISE NOTED ON DRAWINGS. PLACE CENTER OF FLOOR FLANGE MOUNTED POSTS 4" FROM EDGE OF CONCRETE OR 6" FROM STAIR NOSINGS UNLESS OTHERWISE NOTED ON DRAWINGS. 2. KICKPLATE MAY BE EXTRUDED SHAPE OR BENT PLATE AND SHALL BE ATTACHED WITH STAINLESS STEEL BOLTS. BOLT KICKPLATE TO POSTS WITH BOTTOM " KICKPLATE MAY BE EXTRUDED SHAPE OR BENT PLATE AND SHALL BE ATTACHED WITH STAINLESS STEEL BOLTS. BOLT KICKPLATE TO POSTS WITH BOTTOM " 14" CLEAR FROM WALKING SURFACE. FOR SIDE MOUNTED HANDRAIL, PROVIDE STANDARD SPACER BLOCK BETWEEN POST AND KICKPLATE TO MAINTAIN " 14" MAXIMUM CLEAR SPACING PER DETAI S/4432. PROVIDE KICKPLATE AT ALL PLACES WHERE DROP FROM ONE LEVEL TO ANOTHER EXCEEDS 2'-6" OR WHERE INDICATED ON THE DRAWINGS. HAND TIGHTEN AND CENTER PUNCH BOLT THREADS TO LOCK. KICKPLATE MAY BE OMITTED WHERE RAILING IS MOUNTED ON MINIMUM 4" HIGH CURB. 3. VARIOUS POST MOUNTINGS ARE SHOWN IN THIS DETAIL. WHENEVER POSSIBLE, SIDE MOUNTING IS PREFERRED. REFER TO DRAWINGS FOR SPECIFIC MOUNTING VARIOUS POST MOUNTINGS ARE SHOWN IN THIS DETAIL. WHENEVER POSSIBLE, SIDE MOUNTING IS PREFERRED. REFER TO DRAWINGS FOR SPECIFIC MOUNTING REQUIREMENTS. WHEN ALIGNING WITH EXISTING RAILING, USE TOP OF SIDE MOUNT AS NECESSARY. SEE S/4431 FOR TYPICAL DETAIL. 4. PLACE RAIL POSTS OPPOSITE EACH OTHER WHEN POSSIBLE AND WHERE GUARDRAILS ARE PARALLEL. PLACE RAIL POSTS OPPOSITE EACH OTHER WHEN POSSIBLE AND WHERE GUARDRAILS ARE PARALLEL. 5. ALL GUARDRAILS ARE FIXED UNLESS OTHERWISE NOTED ON DRAWINGS. ALL GUARDRAILS ARE FIXED UNLESS OTHERWISE NOTED ON DRAWINGS. 6. ALL JOINTS IN STEEL RAIL SHALL BE COPED, WELDED, AND GROUND SMOOTH. ALL JOINTS IN STEEL RAIL SHALL BE COPED, WELDED, AND GROUND SMOOTH. 7. FOR RAIL POSTS MOUNTED TO BEAM OR STAIR CHANNEL, PROVIDE MANUFACTURER'S STANDARD REINFORCED CONNECTION FROM POST TO PLATE. BOTH THE FOR RAIL POSTS MOUNTED TO BEAM OR STAIR CHANNEL, PROVIDE MANUFACTURER'S STANDARD REINFORCED CONNECTION FROM POST TO PLATE. BOTH THE PLATE AND REINFORCED INSERT TO BE STEEL. 8. SEE DRAWINGS AND SPECIFICATIONS FOR GUARDRAIL MATERIALS. GENERALLY, RAILS FOR THIS PROJECT ARE TO BE HOT-DIP GALVANIZED STEEL.SEE DRAWINGS AND SPECIFICATIONS FOR GUARDRAIL MATERIALS. GENERALLY, RAILS FOR THIS PROJECT ARE TO BE HOT-DIP GALVANIZED STEEL.
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MANUFACTURER'S STD SIDE MOUNT W/ (4) 38" SST ANCHORS.SEE NOTE 3.
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MANUFACTURER'S STD HEAVY DUTY FLOOR FLANGE MOUNT W/ (4) 38" SST ANCHORS.SEE NOTE 3.
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1 " GALVANIZED 12" GALVANIZED GUARDRAIL TYPICAL
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13
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GS-04
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T. ANDERSON
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S. COHEN
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S. COHEN
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B. MAYERS
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STRUCTURAL
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GENERAL STRUCTURAL
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DETAILS - 03
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_GS-04.dwg Plotted: 9/8/2020 3:39 PM By: Tim Anderson Plotted: 9/8/2020 3:39 PM By: Tim Anderson9/8/2020 3:39 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
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177-17-01.02
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SEPTEMBER 2020
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26
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9-08-2020
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NOT TO SCALE
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METAL GRATING
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S
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4426
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NOT TO SCALE
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TWO-RAIL GUARDRAIL
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S
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4425
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SEE PHOTO 1
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PHOTO 1
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RELOCATE EXISTING CONDUIT AS NEEDED TO ACCOMMODATE REVISED PRODUCT PIPING ALIGNMENT. (TYP OF 2)
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REMOVE AND REPLACE EXISTING SILO HANDRAILING TO ACCOMMODATE REVISED PRODUCT PIPING ALIGNMENT. RAILING SHALL BE NEW AND PROVIDED PER DETAIL S/4425. NO TORCH CUTTING, POWER CUTTING OR WELDING SHALL OCCUR ON SILO ROOFS TO MODIFY RAILING. (TYP OF 2)
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14
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M-01
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T. ANDERSON
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D. COWELL
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B. MAYERS
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B. MAYERS
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MECHANICAL
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DEMOLITION PLAN - 1
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P:\South Valley WRF\Dryer Piping Modifications\Drawings\Sht\1771701_M-01.dwg Plotted: 9/8/2020 3:39 PM By: Tim Anderson Plotted: 9/8/2020 3:39 PM By: Tim Anderson9/8/2020 3:39 PM By: Tim Anderson By: Tim AndersonTim Anderson
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REVIEW
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REVISIONS
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NO.
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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SOUTH VALLEY WATER RECLAMATION FACILITY
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DRYER PIPING MODIFICATIONS
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WEST JORDAN, UTAH
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177-17-01.02
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SEPTEMBER 2020
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26
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9-08-2020
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P
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#174438
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ROBERT
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J. MAYERS
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(CIVIL)
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DEMOLITION SECTION
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SCALE: NTS
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DRYER BUILDING DEMOLITION PLAN
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SCALE: NTS
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REMOVE AND DISPOSE OF EXISTING NITROGEN PIPING, SUPPORTS, AND RELATED APPURTENANCES FROM STORAGE SILO TO THE POINT WITHIN THE BUILDING WHERE PIPES TURN HORIZONTAL. REMOVE EXISTING AIR SAVERS AND NITROGEN TUBING ALONG THE ENTIRE LENGTH OF PIPE.
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REMOVE AND DISPOSE OF EXISTING PRODUCT PIPING, FITTINGS, SUPPORTS, TOP HAT END RECEIVERS, VALVES, AND RELATED APPURTENANCES FROM STORAGE SILO TO PRODUCT HOPPER
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REMOVE AND DISPOSE OF EXISTING PRODUCT PIPING, FITTINGS, SUPPORTS, TOP HAT END RECEIVERS, AND RELATED APPURTENANCES FROM STORAGE SILO TO PRODUCT HOPPER
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REMOVE AND DISPOSE OF EXISTING NITROGEN PIPING, SUPPORTS, AND RELATED APPURTENANCES FROM STORAGE SILO TO THE POINT WITHIN THE BUILDING WHERE PIPES TURN HORIZONTAL. REMOVE EXISTING AIR SAVERS AND NITROGEN TUBING ALONG THE ENTIRE LENGTH OF PIPE.
