Embed Size (px)
Citation preview
FILENAME: PLOT DATE: PLOT TIME:2016\12\09 8:13:50 AM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
667681
C H
OG
GA
RD
GE
NE
RA
L
BP1-G-003_667681.dgn
ABBREVIATIONS
AB
BR
EVIA
TIO
NS
CIR
CIP
CIMJ
CIGC
CI
CHKD PL
CHK
CHEM
C&G
CFS
CFM
CFH
CCS
CC
CB
CARV
CAP
CAB
C
BYP
BWV
BVC
BV
BTWN
BTUH
BTU
B&S
BRG
BPV
BOT
BOP
BOC
BO
BMP
BK
BLDG
BLKG
BLK
BFP
BFV
BF
BD
B
AV
AWWA
AUX
ASSY
ASTM
ASME
ARV
ARCH
APPROX
ANSI
ANOD
AMB
ALT
ALG
AL
AISC
AHR
AH
AG
AFG
AFF
ADJ
ADH
ADDL
ACP
ACI
ACFM
A/C
AC
AB
A
@
CIRCLE
CAST IRON PIPE
CAST IRON MECHANICAL JOINT
CAST IRON GROOVED COUPLING
CAST IRON
CHECKERED PLATE
CHECKED BY
CHEMICAL
CURB AND GUTTER
CUBIC FEET PER SECOND
CUBIC FEET PER MINUTE
CUBIC FEET PER HOUR
CENTRAL CONTROL SYSTEM
CENTER TO CENTER
CATCH BASIN
COMBINATION AIR RELEASE VALVE
CAPACITY
CABINET
CHANNEL OR CELSIUS
BYPASS
BACK WATER VALVE
BEGINNING OF VERTICAL CURVE
BALL VALVE
BETWEEN
BRITISH THERMAL UNIT PER HOUR
BRITISH THERMAL UNIT
BELL AND SPIGOT
BEARING
BACK PRESSURE VALVE
BOTTOM
BOTTOM OF PIPE
BACK OF CURB
BLOW OFF ASSEMBLY
BEST MANAGEMENT PRACTICE
BACK
BUILDING
BLOCKING
BLACK, BLOCK
BACK FLOW PREVENTER
BUTTERFLY VALVE
BLIND FLANGE
BOARD
BOTTOM
AIR VALVE
AMERICAN WATER WORKS ASSOCIATION
AUXILIARY
ASSEMBLY
AMERICAN SOCIETY FOR TESTING AND MATERIAL
AMERICAN SOCIETY OF MECHANICAL ENGINEERS
AIR RELEASE VALVE
ARCHITECTURAL
APPROXIMATE
AMERICAN NATIONAL STANDARDS INSTITUTE
ANNODIZED
AMBIENT
ALTERNATIVE, ALTERNATE
ALIGN, ALIGNMENT
ALUMINUM
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ANCHOR
AHEAD
AGGREGATE
ABOVE FINISH GRADE
ABOVE FINISH FLOOR
ADJACENT OR ADJUSTABLE
ADHESIVE
ADDITIONAL
ASPHALT CONCRETE PAVEMENT
AMERICAN CONCRETE INSTITUTE
ACTUAL CUBIC FEET PER MINUTE
AIR CONDITIONING
ACTIVATED CARBON OR ASPHALT CONCRETE
ANCHOR BOLT
AREA
AT
HYD
HWY
HWSE
HWS
HWR
HWO
HVAC
H&V
HV
HTR
HR
HPT
HPR
HPG
HP
HORZ
HM
HGT
HGL
Hg
HEX
HDW
HDR
HDPE
HD
HB
HAS
H
GYP
GWB
GVL
GV
GRTG
GR BRK
GRD
GPM
GPH
GPD
GLV
GL
GESC
GEN
GE
GCF
GC
GALVI
GALV
GAL
GA
G
F. EXT
FWD
FW
FTW
FTG
FT
FS
FPS
FPM
FPC
FOW
FOS
FOM
FOCS
FOC
FO
FNSH
FMH
FLTR
FLR
FLL
FLH
FLG
FLEX
FIN
FIG.
FH
FG
F TO F
FF
FEXT
FES
FDR
FDN
FDC
FD
FCTY
FCO
FCA
FC
FB
FAI
FACT
FAB
F
HYDRANT
HIGHWAY
HIGH WATER SURFACE ELEVATION
HOT WATER SUPPLY
HOT WATER RETURN
HANDWHEEL OPERATED
CONDITIONING
HEATING, VENTILATING, AND AIR
HEATING AND VENTILATION
HOSE VALVE
HEATER
HOSE RACK, HANDRAIL, HOUR
HIGH POINT
HIGH PRESSURE
HIGH PRESSURE GAS
HORSEPOWER
HORIZONTAL
HOLLOW METAL
HEIGHT
HYDRAULIC GRADE LINE
MERCURY
HEXAGONAL
HARDWARE
HEADER
HIGH DENSITY POLYETHYLENE
HUB DRAIN OR HOLE DIAMETER
HOSE BIB
HEADED ANCHOR STUD
HEIGHT
GYPSUM
GYPSUM WALL BOARD
GRAVEL
GATE VALVE
GRATING
GRADE BREAK
GRADE OR GROUND
GALLONS PER MINUTE
GALLONS PER HOUR
GALLONS PER DAY
GLOBE VALVE
GLASS
CONTROL
GRADING, EROSION AND SEDIMENT
GENERATOR
GROOVED END
GROOVED COUPLING FITTING
GROOVED COUPLING
GALVANIZED IRON
GALVANIZED
GALLON
GAGE OR GAUGE
GAS
FIRE EXTINGUISHER
DEGREE FAHRENHEIT
FORWARD
FINISHED WATER
FILTER TO WASTE
FOOTING
FEET OR FOOT
FINISHED SURFACE OR FORGED STL
FAR SIDE, FLOOR SINK,
FEET PER SECOND
FEET PER MINUTE
FLEXIBLE PIPE COUPLING
FACE OF WALL
FACE OF STUDS
FACE OF MASONRY
FIBER OPTIC CABLE SYSTEM
FACE OF CONCRETE, FACE OF CURB
FUEL OIL, FIBER OPTIC
FINISH
FLEXIBLE METAL HOSE
FILTER
FLOOR
FLOW LINE
FLAT HEAD
FLANGE
FLEXIBLE
FINISH OR FINISHED
FIGURE
FIRE HYDRANT
FINISH GRADE
FACE TO FACE
FINISHED FLOOR
FLAT FACE OR FAR FACE,
FIRE EXTINGUISHER
FLARED END SECTION
FEEDER
FOUNDATION
FIRE DEPARTMENT CONNECTION
FLOOR DRAIN
FACTORY
FLOOR CLEAN OUT
FLANGE COUPLING ADAPTER
FLEXIBLE COUPLING
FLAT BAR
FRESH AIR INTAKE
FACTORY
FABRICATION OR FABRICATE
FAHRENHEIT
YD
XXX
XS
WWM
WTP
WT
WSTP
WSP
WSE
WSCOT
WS
WR
W/O
WM
WH
WF
WD
WCO
WC
W/
W
VPI
VIN
VIF
VERT
VC
UTBC
UT
UP
UNO
UNK
UNC
ULDC
UL
UH
UGE
UGC
UG
UDOT
UD
UC
TYP
TV
TW
TT
TS
TRANSV
TRANS
TP
T.O.W.
TOS
TOG
TOE
TK
THRHLD
THRD
THK
TH
TF
TEMP
TEL , T
TECH
T&G
TDH
TCE
TC
TBX
TBM
TBE
TBC
T&B
TBG
TB
TAN.
t
T
SYS
SYM
SVC
SV
SUSP
SUCT
STRUCT
STRL
STR TRD
STR
STLS
STL
STIF
STD
STA
SST
SS
SQ IN
SQ FT
SQ
YARD
DOUBLE EXTRA STRONG
EXTRA STRONG
CROSSING
WELDED WIRE MESH
WATER TREATMENT PLANT
WEIGHT
WATER STOP
WELDED STEEL PIPE
WATER SURFACE ELEVATION
WAINSCOT
WATER SURFACE, WATER STOP
WATER RESISTANT
WITHOUT
WATER METER
WATER HEATER
WIDE FLANGE
WOOD
WALL CLEANOUT
WATER CLOSET, WATER COLUMN
WITH
WATER, WEST OR WIDTH
VERTICAL POINT OF INTERSECTION
VINYL
VERIFY IN FIELD
VERTICAL
VERTICAL CURVE
UNTREATED BASE COURSE
ULTRASONIC TESTING
UTILITY POLE
UNLESS NOTED OTHERWISE
UNKNOWN
UNIFIED COARSE THREAD
UTAH LAKE DISTRIBUTION CANAL
UNDERWRITERS LABORATORIES
UNIT HEATER
UNDERGROUND ELECTRIC UTILITY
UNDERGROUND CONDUIT
UNDERGROUND
TRANSPORTATION
UTAH DEPARTMENT OF
UNDERDRAIN
UNDER CROSSING
TYPICAL
VALVE
TELEVISION OR THERMOSTATIC
THERMOMETER WELL
THRUST TIE
TUBE STEEL
TRANSVERSE
TRANSITION OR TRANSMITTER
TELEPHONE POLE
TOP OF WALL
TOP OF STEEL
TOP OF GRATING
THREAD ONE END
TANK
THRESHOLD
THREAD
THICK OR THICKNESS
TOILET PAPER HOLDER
TOP FACE OR TRICKLING FILTER
TEMPERATURE
TELEPHONE
TECHNICAL
TONGUE AND GROOVE
TOTAL DYNAMIC HEAD
EASEMENT
TEMPORARY CONSTRUCTION
TOP OF CURB
TELECOMMUNICATIONS BOX
TEMPORARY BENCH MARK
THREADED BOTH ENDS
TOP BACK OF CURB
TOP AND BOTTOM
TUBING
TACK BOARD
TANGENT
THICKNESS
THERMOSTAT, TOP
SYSTEM
SYMMETRICAL
SERVICE
SOLENOID VALVE
SUSPEND
SUCTION
STRUCTURE
STRUCTURAL
STAIR TREAD
STAIR
STEEL PIPE, (SPECIAL)
STEEL
STIFFENER
STANDARD
STATION
STAINLESS OR STAINLESS STEEL
SANITARY SEWER
SQUARE INCH
SQUARE FOOT
SQUARE
T P
ET
TY
EMER
EXT
EXP JT
EXP
EXST
EXHF
EXH
EWH
EW
EVAP
EQUIP
EQN
EQL SP
EQ
ENGR
ELB
EL
EJ
EG
EFF
EF
ECC
ECB
EC
EA
E
DWG
DSGN
DS
DR
DN
DMJ
DIR
DISP
DISCH
DIP
DIMJ
DIL
DIFF
DIAPH
DIAG
DIA
DI
DG
DF
DET
DEG
DBL
DB
D
CYL
CWS
CWR
CW
CV
CULV
CU YD
CU IN.
CU FT
CU
C TO C
CTSK
CTR
CTF
CTD, CTRD
CT
CRS
CR
CPVC
CPT
CPLG
COTG
COP
COORD
CONT
CONST
CONN
CONC
COMP
COMB
COL
CO
CNTR
CMU
CMP
CML&C
CLSM
CLR
CLO
CLG
CL
C, CL
CJP
CJ
EMERGENCY
EXTERIOR OR EXTENSION
EXPANSION JOINT
EXPOSED, EXPANSION
EXISTING
EXHAUST FAN
EXHAUST
EYE WASH
EACH WAY
EVAPORATOR
EQUIPMENT
EQUATION
EQUALLY SPACED
EQUAL
ENGINEER
ELBOW
ELEVATION
EXPANSION JOINT
EXISTING GRADE
EFFLUENT
EACH FACE OR EXHAUST FAN
ECCENTRIC
EROSION CONTROL BLANKET
END CURVE
EACH
EAST, ELECTRIC UTILITY, EASTING
DRAWING
DESIGNED BY
DRENCH SHOWER, EYE WASH, DOWNSPOUT
DOOR, DRAIN, DRIVE, DRAWN BY
DOWN, DECANT
DISMANTLING JOINT
DIRECTION
DISPENSER
DISCHARGE
DUCTILE IRON PIPE
DUCTILE IRON MECHANICAL JOINT
DILUTE
DIFFUSER
DIAPHRAGM
DIAGONAL
DIAMETER
DROP INLET, DUCTILE IRON
DOOR GRILLE
DRINKING FOUNTAIN OR DOUGLAS FIR
DETAIL
DEGREE
DOUBLE
DISTRIBUTION BOX
DEPTH
CYLINDER
COLD WATER SUPPLY
COLD WATER RETURN
COLD WATER, COORDINATE WITH
CHECK VALVE
CULVERT
CUBIC YARD
CUBIC INCH
CUBIC FOOT
CUBIC
CENTER TO CENTER
COUNTERSINK
CENTER
CUT TO FIT
CENTERED
CERAMIC TILE, COURT
COLD ROLLED STEEL
CURB RETURN
CHLORINATED POLYVINYL CHLORIDE
CARPET
COUPLING
CLEANOUT TO GRADE
COPPER
COORDINATE
CONTINUOUS OR CONTINUATION
CONSTRUCTION
CONNECTION
CONCRETE
COMPRESSOR
COMBINED
COLUMN, COLOR
CLEAN-OUT
COUNTER
CONCRETE MASONRY UNIT
CORRUGATED METAL PIPE
CEMENT MORTAR LINED & COATED
CONTROLLED LOW STRENGTH MATERIAL
CLEAR, CLEARANCE, LIQUID CHLORINE
CLOSET
CEILING
OR CREST LENGTH
CLASS, CHLORINE GAS, CHAIN LINK
CENTERLINE
COMPLETE JOINT PENETRATION
CONSTRUCTION OR CONTROL JOINT
OHE
OH
OG
OFCI
O.F.
OD
OC
O&M
NW
NTS
NS
NRS
NPT
NPS
NO
NIC
NF
NEPA
NEMA
NC
NBS
NAVD
NAD
NA
N
MWS
MW
MTR
MTL
MSNRY
MSC
MS
MTD
MOD
MO
MK
MJ
MISC
MIN
MILS
MH
MG/L
MGD
MFR
MET
MECH
MB
MAX
MATL
MACH
MAN
MAG
M
LV
LGTH
LWSE
LWR
LT
LR
LPT
LPG
LP
LONG
LO
LH
LG
LF
LC
LB/CU FT
LB, LBS
LAV
LAT, LAT'L
LAB
L
KWH
KW
KV
KM
K
KG
JT
JAN
INV
INSUL
INSTM
IRR
IPS
IP
INFL
IN
IG
I.F.
IECC
IE
ID
IBC
OVERHEAD ELECTRIC UTILITY
OVERHEAD
ORIGINAL GROUND
OWNER FURNISHED CONTRACTOR INSTALLED
OUTSIDE FACE OR OVERFLOW
OUTSIDE DIAMETER OR OVERFLOW DRAIN
ON CENTER
OPERATION AND MAINTENANCE
NORTHWEST
NOT TO SCALE
NEAR SIDE
NON RISING STEM
NATIONAL PIPE THREAD
NOMINAL PIPE SIZE
NORMALLY OPEN OR NUMBER
NOT IN CONTRACT
NEAR FACE
NATIONAL FIRE PROTECTION ASSOCIATION
NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
NORMALLY CLOSED
NATIONAL BUREAU OF STANDARDS
NORTH AMERICAN VERTICAL DATUM
NORTH AMERICAN DATUM
NOT APPLICABLE
NORTH, NORTHING
MAXIMUM WATER SURFACE
MANWAY
MOTOR
METAL OR MATERIAL
MASONRY
MANUFACTURER SUPPLIED CABLE
MOP SINK, MANUFACTURERS STANDARD
MOUNTED
MODEL OR MODIFY
MASONRY OPENING OR MOTOR OPERATED
MARK
MECHANICAL JOINT
MISCELLANEOUS
MINIMUM OR MINUTE
1/1,000 INCH
MANHOLE
MILLIGRAMS PER LITER
MILLION GALLONS PER DAY
MANUFACTURER
METAL
MECHANICAL
MACHINE BOLT
MAXIMUM
MATERIAL
MACHINE
MANUAL
MAGNETIC
METER
LOUVER
LENGTH
LOW WATER SURFACE ELEVATION
LOWER
LEFT
LONG RADIUS
LOW POINT
LIQUEFIED PETROLEUM GAS
LIGHT POLE
LONGITUDINAL
LEVER OPERATED
LEFT HAND
LONG
LINEAR FEET
LENGTH OF CURVE
POUNDS PER CUBIC FOOT
POUND(S)
LAVATORY
LATERAL
LABORATORY
LITER, LENGTH OR ANGLE
KILOWATT HOUR
KILOWATT
KILOVOLT
KILOMETER
THOUSAND POUNDS
KILOGRAM
JOINT
JANITOR
INVERT
INSULATE
INSTRUMENTATION
IRRIGATION
IRON PIPE SIZE
IRON PIPE
INFLUENT
INCH
INSULATED GLASS
INSIDE FACE
INTERNATIONAL ENERGY CONSERVATION CODE
INVERT ELEVATION
INSIDE DIAMETER
INTERNATIONAL BUILDING CODE
G-03
FOR ELECTRICAL SPECIFIC ABBREVIATIONS, SEE DWG G-12.2.
FOR PROCESS SPECIFIC ABBREVIATIONS, SEE DWG G-111.
NOTES:
J Z
ALL
A
SPLY
SPEC
SPD
SP
SOLN
SLP
SIM
SHT
SH
SK
SHGC
SG
SF
SECT
SEC
SE
SD
SCH
SA
S
R/W
RW
RV
RTN
RT
RST
RR
RPM
RPBFP
ROW
RO
RMP
RM
RLS
RJ
REV
RES
REQD
REINF
REG
REFR
REF
RECIRC
RDCR
RD
RCP
RCB
RC
RA
R, RAD
R
PW
PVMT
PVC
PV
PTDF
PSIG
PSI
PSF
PS
PRV
PROP.
PROJ
PRI
PRESS.
PREFAB
PRCST
PR
PPM
PPH
PPD
PP
PNEU
PLYWD
PL
PJF
P&ID
PI
PH
PG
PENT
PE
PDR
PD
PCF
PC
P
OZ
OSHA
OPNG
OPER
O TO O
OSD
SUPPLY
SPECIFICATION
SUMP PUMP DRAIN
SPACING, SPACE, SPACES OR STATIC PRESSURE
SOLUTION
SLOPE
SIMILAR
SHEET
SHOWER
SINK
SOLAR HEAT GAIN COEFFICIENT
SAFETY GLASS
SQUARE FOOT
SECTION
SECONDARY
SOUTHEAST
STORM DRAIN, SOAP DISPENSER
SCHEDULE
SAMPLE
SOUTH, SLOPE
RIGHT-OF-WAY
RAW WATER
ROOF VENT
RETURN
RIGHT
REINFORCING STEEL
RAILROAD
REVOLUTIONS PER MINUTE
REDUCED PRESSURE BACK FLOW PREVENTER
RIGHT-OF-WAY
ROUGH OPENING
ROCKY MOUNTAIN POWER
ROOM
RUBBER LINED STEEL
RESTRAINED JOINT
REVISION
RESERVOIR
REQUIRED
REINFORCE OR REINFORCING
REGULATING
REFRIGERATOR
REFER OR REFERENCE
RECIRCULATION
REDUCER
ROAD, ROOF DRAIN OR ROUND
REINFORCED CONCRETE PIPE
REINFORCED CONCRETE BOX
REINFORCED CONCRETE
RETURN AIR
RADIUS
RISER
POTABLE WATER
PAVEMENT
POLYVINYL CHLORIDE
PLUG VALVE
PRESSURE TREATED DOUGLAS FIR
POUNDS PER SQUARE INCH, GAUGE
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
PUMP STATION OR PRESSURE SWITCH
PRESSURE REGULATING VALVE
PROPERTY
PROJECT
PRIMARY
PRESSURE
PREFABRICATED
PRECAST
PAIR
PARTS PER MILLION
POUNDS PER HOUR
POUNDS PER DAY
POWER POLE
PNEUMATIC
PLYWOOD
PLATE OR PROPERTY LINE
PREMOLDED JOINT FILLER
PROCESS AND INSTRUMENTATION DIAGRAM
POINT OF INTERSECTION, PRESSURE IRRIGATION
POTHOLE
PRESSURE GAGE
PENETRATION
PLAIN END, PERMANENT EASEMENT
PUMPED DRAIN
PROCESS DRAIN
POUNDS PER CUBIC FEET
CONCRETE
POINT OF CURVE, PORTLAND CEMENT, PIECE
PILASTER OR POLE
OUNCE
ADMINISTRATION
OCCUPATIONAL SAFETY AND HEALTH
OPENING
OPERATOR
OUT TO OUT
OPEN SITE DRAIN
J Z
ALL
A
157.7
1558" PE
H
E
FILENAME: PLOT DATE: PLOT TIME:2016\12\08 4:39:44 PM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
667681
C H
OG
GA
RD
GE
NE
RA
L
BP1-G-004_667681.dgn
CIVIL N
OT
ES A
ND L
EG
EN
DS
GENERAL YARD PIPING AND UTILITIES NOTES:
CIVIL LEGEND
SPOT ELEVATION
CONTOUR LINE
DRAINAGEWAY OR DITCH
158.5
155
EMBANKMENT AND SLOPE3:1
SIGNOR
MANHOLE
POST OR GUARD POST
UTILITY POLE
POINT OF INTERSECTION
SURVEY CONTROL POINT OR
CENTER LINE, BUILDING, ROAD, ETC.
LOCATION POINT - COORDINATES
STRUCTURE, BUILDING OR FACILITYN 1000.00
E 1000.00
LIGHT POLE
GUY ANCHOR
TREE
BRUSH/TREE LINE
FIRE HYDRANT
STRUCTURE, BUILDING OR FACILITYOR
ASPHALT CONCRETE PAVEMENT
GRAVEL SURFACING
OR
DEMOLITION
GUARD RAIL
WIRE FENCE
OROR
CHAIN LINK FENCE
CULVERT
CATCH BASIN OR INLET
TRENCH DRAIN
ELECTRICAL MANHOLE
ELECTRIC HANDHOLE
BENCH MARK
PROPERTY LINE
STAGING OR WORK AREA LIMITS
BORING LOCATION AND NUMBER
TEST PIT LOCATION AND NUMBER
PIEZOMETER LOCATION AND NUMBER
CONCRETE PAVEMENT
CURB
CURB AND GUTTER
SINGLE SWING GATE
DOUBLE SWING GATE
SLIDING GATE
ARCHITECTURAL FENCE
EXISTING THIS CONTRACT
INDICATOR POST VALVE
FLEXIBLE COUPLING
YARD PIPING LEGEND
PIPING < 30" DIAMETER
>=
EXISTING PIPE TO BE ABANDONED
EXISTING PIPE TO BE REMOVED
X = NO. IN SPECIFICATIONS
NON-FREEZE HOSE VALVE (V-X)
X = NO. IN SPECIFICATIONS
NON-FREEZE HOSE VALVE WITH HOSE RACK (V-X)
GATE VALVE AND VALVE BOX
BUTTERFLY VALVE AND VALVE BOX
PLUG VALVE AND VALVE BOX
90° ELBOW UP
90° ELBOW DOWN
CONCENTRIC REDUCER
CAP OR PLUG
NOMINAL PIPE DIAMETER
8" PE
PIPE USE IDENTIFICATION
CLEANOUT
FIRE HYDRANT
B-1
TP-2
P-3
BEND < 90° UP
BEND < 90° DOWN
THIS CONTRACTEXISTING
OR
OR
GENERAL SITE NOTES:
BM
CB CB
T
D S
H
E
PIPING 30" DIAMETER
M B
RE
WE
R
ABANDON IN PLACE
TEMPORARY FENCE/LIMITS OF WORK LINE
EROSION AND SEDIMENT CONTROL NOTES:
8.
7.
6.
5.
4.
3.
2.
1.
G-04
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
WATER PIPING SHALL BE RESTRAINED UNLESS NOTED OTHERWISE.
STD. PLAN 562-A TIE-DOWN THRUST RESTRAINTS
STD. PLAN 545A - TRACER WIRE VALVE BOX TERMINATION
STD. PLAN 540S - WATER MAIN AND FIRE LINES
STD. PLAN 540 - BURIED VALVE AND VALVE BOX
THE FOLLOWING PARK CITY STD DETAILS SHALL BE APPLIED AS LISTED BELOW:
TESTED, AS SPECIFIED.
ALL NEW WATER PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, CHLORINATED AND BACTERIOLOGICALLY
ALL PIPES SHALL HAVE A CONSTANT SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING IS SHOWN.
WATER-SANITARY SEWER SEPARATION MUST CONFORM TO PARK CITY STD PLAN 547-A&B.
SHOWN HEAVY-LINED.
EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT-LINED. NEW PIPING AND EQUIPMENT ARE
FOR PIPING SCHEDULE, SEE DRAWING G-10.
LOCATION PRIOR TO EXCAVATION. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION.
EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS. CONTRACTOR SHALL FIELD VERIFY DEPTH AND
8.
7.
6.
5.
4.
3.
2.
1.
STANDARDS.
THE SITE. CONTRACTOR TO SUBMIT EROSION CONTROL PLAN BASED ON SHEETS AND IN ACCORDANCE WITH LOCAL
CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM LEAVING
CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING
SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.
ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.
PROVIDE TEMPORARY FENCING AS REQUIRED BY, AND IN ACCORDANCE WITH, PARK CITY REGULATIONS.
ON-SITE STORAGE OF MATERIALS SHALL BE COORDINATED WITH THE OWNER.
STAGING AREAS FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND
FOR LOCATION OF CONTROL POINT ON STRUCTURES, SEE STRUCTURAL DRAWINGS.
MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.
DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL
MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE
VERTICAL DATUM: NAVD88
HORIZONTAL DATUM: NAD83 UTAH STATE PLANE NORTH ZONE, US FEET.
NEW FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.
EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED.
VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.
CORPORATION. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL
SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE ARCGIS MAPPING PROVIDED BY PARK CITY MUNICIPAL
SEE PARK CITY STANDARD PLANS FOR APPLICABLE EROSION CONTROL DETAILS AND REQUIREMENTS.
BE IN PLACE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
INSTALL AND MAINTAIN TEMPORARY DUST AND SILT FENCING AT LIMITS OF WORK LINE. FENCING AND DEVICES SHALL
ACCORDANCE WITH SWPP.
THE CONTRACTOR SHALL INSTALL TEMPORARY STABILIZED ENTRANCE AT THE INGRESS AND EGRESS OF THE SITE IN
WATER QUALITY AFTER THE PROJECT SITE HAS BEEN PERMANENTLY STABILIZED.
THE CONTRACTOR SHALL SUBMIT A SIGNED NOTICE OF TERMINATION (N.O.T) FORM TO STATE OF UTAH DIVISION OF
INSPECTIONS AND ALSO AFTER EACH RAIN EVENT TOTALING ONE- HALF INCH OR MORE.
THE CONTRACTOR SHALL IMPLEMENT THE APPROVED SWPPP DURING CONSTRUCTION ACTIVITY INCLUDING BI-WEEKLY
WATER QUALITY PRIOR TO CONSTRUCTION ACTIVITY.
THE CONTRACTOR SHALL SUBMIT A SIGNED NOTICE OF INTENT (N.O.I) FORM TO THE STATE OF UTAH DIVISION OF
LOCAL STANDARDS.
THE CONTRACTOR SHALL IMPLEMENT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH
PERMIT FROM THE STATE OF UTAH DIVISION OF WATER QUALITY (DWQ).
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE UTAH POLLUTANT DISCHARGE ELIMINATION (UPDES)
E K
UNIK
M B
RE
WE
R
FILENAME: PLOT DATE: PLOT TIME:2016\12\09 8:16:02 AM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
667681
GE
NE
RA
L
BP1-G-009_667681.dgn
AN
D N
OT
ES
G-09
ME
CH
ANIC
AL L
EG
EN
D
M
H
E/H
S
S
K
PIPE AND FITTING SYMBOLS
FLEXIBLE COUPLING
ELBOW UP
TEE UP
LATERAL UP
ELBOW DOWN
TEE DOWN
METAL BELLOWS EXP JOINT
ELASTOMER BELLOWS EXP JOINT
EXISTING PIPE
NEW PIPE
WELDED JOINT
GROOVED END JOINT
FLANGED JOINT
BELL & SPIGOT JOINT (LEADED)
HUB & SPIGOT JOINT
(RUBBER GASKET)
BALL JOINT
EXISTING PIPE TO BE ABANDONED
GROOVED END ADAPTER FLANGE
EXISTING PIPE TO BE REMOVED
FLANGED COUPLING ADAPTER
ADAPTER SIDE
LATERAL DOWN
CONCENTRIC REDUCER
ECCENTRIC REDUCER
UNION
REDUCING BUSHING
CAP
ANCHOR
ELBOW, 90 DEGREE
CROSS
TEE
ELBOW, 45 DEGREE
LATERAL
ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE FITTINGS.
SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER TO PIPING
SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS.
EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND EQUIPMENT IS SHOWN HEAVY-LINED.
3.
NOTES:
1.
2.
VALVE DESIGNATIONS
PIPING DESIGNATION
EXAMPLE:
PIPE DIAMETER
VALVE SYMBOLS
GATE
BUTTERFLY
GLOBE
BALL
ECCENTRIC PLUG
PLUG OR COCK
NEEDLE
DIAPHRAGM
PINCH
SWING CHECK
BALL CHECK
X = NO. IN SPECS
SAMPLE
MUD
PRESSURE RELIEF
AIR AND/OR VACUUM RELEASE
HOSE VALVE (HV- X) OR (V-X)
KNIFE GATE
SEATING PORT
REGULATED SIDE
INDICATED FLOW PATTERN.
ARROWS INDICATE FLOW PATTERN.
SEATING PORTS ARE IMPLIED BY
REGULATED SIDE
MULTI-PORT VALVE,
ACTUATOR SYMBOLS
ELECTRIC MOTOR
PNEUMATIC CYLINDER
PNEUMATIC DIAPHRAGMHYDRAULIC
MANUAL
SOLENOID
ELECTRO HYDRAULIC
DOUBLE LINESINGLE LINE
OR
OR
OR
OR
OR
OR
OR
OR
OR
OR
OR
MANUAL VALVES AND CHECK VALVES
CONTROL VALVES
DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE
TELESCOPING SCUM VALVE
PRESSURE CONTROL (INTERNAL PILOT)
PRESSURE CONTROL (EXTERNAL PILOT)
PROPRIETARY RESTRAINED JOINT
MECHANICAL JOINT &
K
FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING SPECIFICATIONS.
SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN
OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE
THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.
LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.
LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY
APPROXIMATE. CONTRACTOR SHALL DESIGN SUPPORTS AS SPECIFIED.
ALL JOINTS SHALL BE WATERTIGHT. WALL PIPES SHALL BE USED WHEREVER
PIPING PASSES FROM A STRUCTURE TO BACKFILL.
SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED.
SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED
THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS PIPING
COMPONENTS ARE NECESSARILY USED IN THE PROJECT.
ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED, WELDED, OR
NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS IS ONLY APPROXIMATE. PROVIDE
ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND
MECHANICAL EQUIPMENT.
WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE RIGID JOINT TYPE, UNLESS
OTHERWISE SPECIFIED. WHERE A FLANGED COUPLING ADAPTER IS SHOWN, A STANDARD
FLANGE SHALL BE JOINED TO THE COUPLING ADAPTER.
2.
9.
8.
7.
6.
5.
4.
3.
1.
MECHANICAL LEGEND AND NOTES
ALL FLEXIBLE CONNECTORS AND COUPLING ADAPTERS SHALL BE PROVIDED WITH
GENERIC PIPING NOTES
THRUST PROTECTION AS SPECIFIED, UNLESS OTHERWISE NOTED. THRUST PROTECTION
SCREWED PIPING, SHALL BE PROVIDED WITH THRUST PROTECTION AS SPECIFIED,
UNLESS OTHERWISE NOTED.
M
SELF-CONTAINED REGULATING VALVES
NOTE:
SEE I&C LEGENDS FOR FURTHER DEFINITIONS AND ACTUATOR TYPES.
LEGENDS FOR FURTHER DEFINITIONS
VALVE TYPE AND FUNCTON. SEE I&C
48" RW
48" RW
FV
6112
PRV-2231
SCHEDULE
UNIQUE TAG NUMBER. SEE VALVE
UNIQUE TAG NUMBER
VALVE FUNCTION
HV-2371
FUNCTION DESIGNATION
VALVE/TYPE
UNIQUE VALVE TYPE
1 2 3 4 5 6
FOR PIPE SCHEDULE
SERVICE, SEE DWG G-13
J Z
ALL
A
SEE VALVE SPECIFICATION
M RID
EN
SJ S
MIT
HJ Z
ALL
A
FILENAME: PLOT DATE: PLOT TIME:2016\12\07 2:52:56 PM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
667681
GE
NE
RA
L
BP1-G-010_667681.dgn
G-10
PIP
E S
CH
ED
ULE A
ND L
EG
EN
D
B M
ISS
LIN
WW
SHS
MNFW
MFW
FW
FTW
CFW
BWW
BWS
FLOW STREAM IDENTIFICATION
WASHWATER
SODIUM HYPOCHLORITE SOLUTION
MNO2 CONTACTOR FILTRATE WATER
MEMBRANE FILTRATE WATER
FINISHED WATER
FILTER TO WASTE
GAC CONTACTOR FILTRATE WATER
BACKWASH WASTE
BACKWASH SUPPLY
J Z
ALL
AL F
ET
TK
ET
HE
RC H
OG
GA
RD
FILENAME: PLOT DATE: PLOT TIME:2016\12\08 3:53:47 PM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
STEP 2
STEP 4
STEP 3
STEP 1
STEP 1
STEP 2
STEP 3
STEP 4
FINISH PLACING CONCRETE ABOVE THE WATERSTOP TO TOP OF SLAB.
CONCRETE SLAB
PLASTIC WATERSTOP
NOTES:
SEE PLANS
FOR JOINT TYPE,
SLAB AND FOOTING POURS WITH HORIZONTALLY PLACED PLASTIC WATERSTOPS.
PLACEMENT SEQUENCE SHOWN REQUIRED ON BOTH SIDES OF JOINTS, IN ALL CONCRETE
THOROUGHLY.
PLACE CONCRETE BELOW WATERSTOP FIRST, REMOVE ALL AIR VOIDS BY VIBRATING
IMPRESSION, PROCEED WITH STEP 3.
LARGER THAN 1/4 INCH IN DIAMETER IS PRESENT ANYWHERE IN THE WATERSTOP
END. IF A CONTINUOUS IMPRESSION IS CONFIRMED, PROCEED WITH STEP 4. IF A VOID
CONCRETE. CONTINUE THIS PROCEDURE ALONG THE ENTIRE POURED JOINT, END TO
OF THE WATERSTOP, INCLUDING EDGE OF BULB, SHOULD BE VISIBLE IN THE FRESH
TO CONFIRM THERE ARE NO AIR VOIDS, LIFT WATERSTOP. A CONTINUOUS IMPRESSION
VIBRATED, AND STEP 2 REPEATED.
IMPRESSION, ADDITIONAL CONCRETE SHALL BE PLACED UNDER THE WATERSTOP,
IF A VOID LARGER THAN 1/4 INCH IN DIAMETER IS PRESENT IN THE WATERSTOP
NTS0315-133CONCRETE PLACEMENT SEQUENCE
2" CLR,
TYP
T
0315-133
WATERSTOP, TYP
TO INTERSECTING
WATERSTOP, BOND
6" PLASTIC
THROUGH JOINT
CONTINUOUS
TYP SLAB REINF
T&B, EA SIDE OF JOINT
TYPICAL SLAB REINF
3/8" TOOLED JOINT
ROUGHEN AND CLEAN
THIC
KN
ES
S
SL
AB
2.
1.
SEE NOTE 2
NOTE:
NTS0315-151
WATERSTOP DEPTH = T/2 OR 6 1/2" MAXIMUM.
FOR CONCRETE PLACEMENT AROUND WATERSTOP, SEE
ROUGHEN AND CLEAN
1.
2.
NOTES:
PLAN
ALL REINFORCEMENT CONTINUOUS ACROSS JOINT.
INDICATED ON PLANS
LAP REINF AS
FROM TOP OF WALL
CONTINUOUS, STOP 1 1/2"
6" PLASTIC WATERSTOP
THIC
KN
ES
S
WA
LL
T
T/2
NTS0315-142SLAB CONSTRUCTION JOINT
WALL VERTICAL CONSTRUCTION JOINT
FOR LOCATIONS, SEE PLANS.
NTS
JOINT TREATMENT @ EXST CONC SLAB 0315-230
CHAMFER
GRIND 1/4"
EXST SLAB
2"
SEALANT
1/2 " @ EXST SLAB
SAWCUT EDGE
TOOLED EDGENEW SLAB
667681
C H
OG
GA
RD
ST
AN
DA
RD D
ET
AIL
S
ST
AN
DA
RD D
ET
AIL
S
BP1-SD-002_667681.dgn
T P
ET
TY
T P
ET
TY
1-SD-02
H R
OJ
AS
3" CLR,
FILENAME: PLOT DATE: PLOT TIME:2016\12\08 4:00:17 PM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
NOTES:
>22
16, 18, 20
12, 14
10
WALL THICKNESS (INCHES)
#8
#7
#6
#5
MINIMUM BAR SIZE
3.
2.
1.
0330-003
CONSTRUCTION JOINT
AT INTERMEDIATE
AT BASE SLABAT ELEVATED SLAB
4'-0"
4'-0"
4'-0"
CONST JOINT CONST JOINTCONST JOINT
WS
WS
WS
SEE NOTES
@ 6" EF,
HORIZ BARS
SEE NOTES
@ 6" EF,
HORIZ BARS
SEE NOTES
@ 6" EF,
HORIZ BARS
WHICHEVER IS GREATER.
BAR SIZE SHOWN ON THE DRAWINGS OR THE MINIMUM BAR SIZE IN THE TABLE BELOW,
HORIZONTAL BAR SIZE FOR THE 4’-0” ZONE SHALL BE THE TYPICAL WALL HORIZONTAL
PROVIDE ADDITIONAL BARS FOR 6” SPACING.STRUCTURES. WHERE TYPICAL WALL HORIZONTAL BARS ARE AT 12” SPACING,HORIZONTAL WALL CONSTRUCTION JOINTS IN LIQUID CONTAINING AND BELOW-GRADE
PROVIDE HORIZONTAL BARS AT 6” SPACING EACH FACE IN THE FIRST 4’-0” ABOVE ALL
ABOVE, SEE .
PROVIDE CORNER BARS AT 6" SPACING EACH FACE TO LAP WITH THE BARS SHOWN
NTS
NTS0330-004CONSTRUCTION JOINT
REINFORCING AT HORIZONTAL
1'-6"
LA
P
2.
3.
4.
5.
6.
OPNG OPNG
1.
DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.
FOR OPENINGS LARGER THAN 8'-0", REINFORCE SAME AS FOR 8'-0" OPENINGS.
SEE NOTE 1
PROVIDE MINIMUM LAP, SEE GENERAL STRUCTURAL NOTES.
NOTES:
CUT BAND "B"
STEEL REINF
CUT BAND "A"
STEEL REINF
SEE NOTE 1EA LAYER OF REINF
AT EA CORNER FOR
ADD 1 - #5x4'-0" DIAG
LARGER THAN 8"
OF REINF FOR OPNGS
OPNG +8", IN EA LAYER
1 - #5 HOOP, DIA OF
OTHERWISE ON PLANS.
STRUCTURES AND ALL STRUCTURAL CONCRETE SLABS UNLESS INDICATED
TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS OF BELOW GRADE AND HYDRAULIC
TOTAL AREA ON EACH SIDE OF OPENING.
SPACE AT 3 BAR DIAMETERS (OR 3" MINIMUM) ON CENTER. LOCATE HALF OF
CUT, SEE NOTE 6 & 7
EQUAL BAND "B" BARS
TOTAL AREA OF BARS
CUT, SEE NOTE 6 & 7
BAND "A" BARS
BARS EQUAL
TOTAL AREA OF
7.
EXTRA REINFORCEMENT WHICH WILL FIT, AT THE BAR SPACING IN NOTE 6.
AT OPENINGS WITHIN 12" OF AN INTERSECTING WALL OR SLAB, PROVIDE ONLY THE
FACE), INCLUDING DOWELS AND CORNER BARS, TYPICAL.
PROVIDE A MINIMUM OF 2 "A" BARS AND 2 "B" BARS EACH SIDE OF OPENING (1 EACH
NTS0330-001OPENING REINFORCING 0330-003
ON DRAWINGS
REINF AS SHOWN
TYP HORIZ WALL
LAP
LA
P
"L"
3
NOTE
"L"
3
NO
TE
NOTE 2
"L"
3
NO
TE
LAP
LA
P
"L"
3
NOTE
"L"
3
NO
TE
"L"
3
NO
TE
NOTE 2
OTHERWISE NOTED
HOOK UNLESS
STD ACI-318 90°
SEE NOTES 1 & 4
ON DRAWINGS,
REINF AS SHOWN
TYP HORIZ WALL
NOTES:
SINGLE REINFORCEMENT MAT
DOUBLE REINFORCEMENT MAT
SMALLER OF THE TWO REINFORCEMENT BARS BEING SPLICED.
WHERE LAPPED BARS ARE DIFFERENT SIZE, USE THE LAP LENGTH REQUIRED FOR THE5.
INDICATED IN THE GENERAL STRUCTURAL NOTES.
TYPICAL HORIZONTAL REINFORCEMENT SHALL BE LAPPED WHERE SHOWN OR AS4.
EXCEPT THAT IN NO CASE SHALL IT BE LESS THAN 2 FEET.
"NOTE 3" SHALL BE THE LESSER OF L/4, 10 FEET, OR 1.0 TIMES THE HEIGHT OF THE WALL,
EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE LENGTH INDICATED AS3.
SECTIONS.
CORNER BARS SHALL MATCH SIZE OF TYPICAL HORIZONTAL REINFORCEMENT SHOWN IN2.
REINFORCEMENT SHOWN IN THIS DETAIL.
REINFORCEMENT SHALL BE ALTERNATED WITH THE TYPICAL HORIZONTAL
WHERE SHOWN ON PLANS, ADDITIONAL HORIZONTAL WALL CORNER AND INTERSECTION1.
INTERSECTION REINFORCING
TYPICAL WALL CORNER AND
EMBEDMENT LENGTH
ACI MINIMUM HOOK
SIZE
BAR
EMBED
MIN
#4 7"
#5 9"
#6
#7
#8
#9
#10
11"
12"
14"
16"
17"
CJ
LA
P
WALL SECTION
NOTE:
ON D
RA
WIN
GS
INDIC
AT
ED
REINF AT CJ
ADDITIONAL HORIZ
0330-004
0315-154
TO AND BE TIED OFF TO BOTTOM MAT OF SLAB REINFORCING.
UNLESS NOTED OTHERWISE, ALL DOWEL HOOKS SHALL EXTEND
DO
WE
L L
EN
GT
H A
S
RE
QUIR
ED
LENGTH
EMBEDMENT
MIN HOOK
REINFORCING
WALL VERTICAL
TOP OF SLAB
MAY BE EXTENDED DOWN TO
LAP, WALL VERTICAL REINFORCING
GREATER THAN REQUIRED
INDICATED ON DRAWINGS IS
WHERE THE DOWEL LENGTH
WALL DOWELS
SLAB REINFORCING
NTS
REINFORCING / DOWEL PLACEMENT
VERTICAL WALL
0330-005
TYP
1.
1'-0" 1'-0"TYP
2 - #5 EACH SIDE
CONSTRUCTION JOINT
SECTION
ENCASEMENT RISER
0330-001
NOTES:
2'-0"4"
SLAB THICKNESS
AROUND PIPE SEE
TYPICAL OPENING REINF
ENCASEMENT
TIES CONT TO END OF
BOTTOM "U" SECTION OF
GROSS END AREA
EQUAL TO ENCASEMENT
AREA BELOW VERT PIPE RISER
PROVIDE LEVEL BEARING
IN ALL CONSTRUCTION JOINTS
CONTINUOUS ALL AROUND
HYDROPHILIC WATERSTOP
ENCASEMENT REINF
TYPICAL PIPE
AROUND
8" MIN ALL
CONTINUOUS
7 - #5
#5 TIES @12"
NOTES
GENERAL STRUCTURAL
LAP LENGTH, SEE
NTS0330-016PIPE ENCASEMENT
SECTION APPLIES TO PIPES W/ DIAMETERS 18" AND SMALLER.
667681
C H
OG
GA
RD
ST
AN
DA
RD D
ET
AIL
S
ST
AN
DA
RD D
ET
AIL
S
BP1-SD-003_667681.dgn
T P
ET
TY
T P
ET
TY
1-SD-03
H R
OJ
AS
FILENAME: PLOT DATE: PLOT TIME:2016\12\08 4:08:09 PM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
1.
2.
TYPE E
NOTES:
0330-105
UNLESS NOTED OTHERWISE.
EQUIPMENT SHALL BE 3 1/2" HIGH,
CONCRETE PADS FOR ELECTRICAL
ANCHORS SPECIFIED.
TO PAD IS REQUIRED, USE CONCRETE
WHEN ANCHORAGE OF EQUIPMENT
CALCULATIONS
ANCHORAGE
OR AS REQUIRED BY
2" MIN ALL AROUND
10" MAX
REQD, 3 1/2" MIN,
PAD HEIGHT AS
FOR PAD HT > 4"
#4@12" EW, 1 1/2" CLR
FOR PAD HT < 4",
#3@12" EW, 1" CLR
EQUIPMENT
EQUIPMENT PAD
3/4" CHAMFER, TYP
FOR THICKNESS SEE PLANS
SLAB OR SLAB ON GRADE,
EXST OR NEW SUSPENDED
TO PLACING PAD
ROUGHEN & CLEAN PRIOR
CONSTRUCTION JOINT,
@ 12" OC @ PERIMETER
#4 ADHESIVE DOWEL
NTS
TYPE A
MIN1"
ANCHOR BOLT SLEEVE
SEE NOTE 7
OR EPOXY GROUT
NON-SHRINK GROUT
1 1/2" FLUID
3" MIN ALL AROUND
4 1/2" MIN ALL AROUND
EQUIPMENT BASE
#4@12" EW
& ANCHOR BOLT DETAILS
ANCHOR BOLT, SEE NOTES
3/4" CHAMFER, TYP
FOR PAD HT > 10"
ADDL #4@6"
OR LARGER)
(#5@12" FOR AB 3/4" DIA
#4@12" MIN 4 PER PAD
MAX
1 1/2"
2 - #4 @ TOP OF PAD
TYPE J
0330-105
W/ PROCESS DWGS
T.O. PAD, COORD
MAX
1 1/2"
4 1/2" MIN ALL AROUND
3" MIN ALL AROUND
#4@12"
2 - #4 @ TOP OF PAD
OR EPOXY GROUT
NON-SHRINK GROUT
1 1/2" FLUID
EQUIPMENT BASE
CONCRETE ANCHOR
3/4" CHAMFER, TYP
EMBED PER
@ 12" MAX, 4 MIN,
#5 ADHESIVE DOWEL
PRIOR TO PLACING PAD
ROUGHEN AND CLEAN
CONSTRUCTION JOINT,
0330-056
THICKNESS NOT SHOWN SEE PLANS
ON GRADE; FOR REINF AND
SUSPENDED SLAB OR SLAB
CONSTRUCTION JOINT
FOR THICKNESS SEE PLANS
SLAB OR SLAB ON GRADE,
EXST OR NEW SUSPENDED
CONCRETE EQUIPMENT PAD
AB DIA (IN.)
MIN PAD HT (IN.)
1 2
7 10 11 15 18 21 24
1/2 5/8 3/4 7/8 1 1/4 1 3/8 1 1/2 1 3/4
8 1/2 12 1/2 16 1/2
0330-057
NOTES:
4" MINIMUM EDGE DISTANCE IN EACH DIRECTION.
AND APPROVED BY THE ENGINEER. ANCHORS SHALL BE INSTALLED WITH
THAN 3/4" DIAMETER WHEN APPROVED BY THE EQUIPMENT MANUFACTURER
OF CAST-IN-PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR BOLTS LESS
AT CONTRACTOR'S OPTION, CONCRETE ANCHORS MAY BE USED IN LIEU9.
SURROUNDING FLOOR SLAB AFTER THE EQUIPMENT PAD.
TYPE "D" PAD SHALL BE USED ONLY WHERE SPECIFICALLY INDICATED. PLACE THE 8.
MINIMUM SHOWN, USE TYPE "B" EQUIPMENT PAD WITH BLOCKOUT.
EQUIPMENT OR PIPING ELEVATION REQUIRE A PAD HEIGHT LESS THAN THE
KEEP ANCHOR BOLT ABOVE SUPPORTING SLAB (SEE TABLE BELOW). WHERE
HEIGHT OF PADS SHALL BE MINIMUM REQUIRED FOR ANCHOR BOLT CLEARANCE TO 7.
SET AND PACK VOID WITH GROUT.
THE GROUT IS PLACED. WEDGES OR SHIMS SHALL BE REMOVED AFTER GROUT IS
WEDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE BASE WHILE6.
EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERWISE.5.
AFTER BOLTS ARE ALIGNED. SEE .
ANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED WITH NON-SHRINK GROUT
THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3" GREATER THAN
ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1" GREATER 4.
SHALL BE 8 TIMES THE BOLT DIAMETER.
MOVEMENT OF 1/2" IN ALL HORIZONTAL DIRECTIONS. THE MINIMUM SLEEVE LENGTH
ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIMUM ANCHOR BOLT3.
PAD IS BEING PLACED.
A TEMPLATE OR OTHER ACCEPTABLE MEANS, MATCHING THE BASE PLATE, WHILE
APPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH
BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER AND AS
THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ANCHOR 2.
INDICATED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER.
PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON THE PLANS OR AS 1.
1'-0"
CO
LL
AR
PIPE
PIPE OD + 2'-0" SQ
#5@12" EW
0330-001
PLAN/SECTION
ELEVATION
SHOWN
AND LAP AS
OF OPNG BEND
2 - #5 EA SIDE
PIPE OD + 4"
2 - #5 HOOPS
AROUND PIPE
1'-0", TYP
SEE PLANS
WALL THICKNESS,
PIPE OD + 4"
2 - #5 HOOPS
PERIMETER
AROUND
#5 @12" ALL
FOR STEEL PIPE
SEEP RINGSEE
WALL OPENING REINF
NTS0330-021PIPE COLLAR
CL
R
1 1/2"
THAN 9"
WIDTH IS LARGER
FACE WHEN CURB
#5@12" PLACE EA
WIDTH EXCEEDS 9"
LOCATE EF WHEN
HEIGHT LESS THAN 12"
MIN 2 BARS FOR CURB
HEIGHT EXCEEDS 12".
#5@12" WHEN CURB
2 - #5 @ TOP &
ON PLAN
OF CURB AS NOTED
WIDTH AND HEIGHT
NTS0330-080CONCRETE CURB
667681
C H
OG
GA
RD
ST
AN
DA
RD D
ET
AIL
S
ST
AN
DA
RD D
ET
AIL
S
BP1-SD-004_667681.dgn
T P
ET
TY
T P
ET
TY
1-SD-04
H R
OJ
AS
FILENAME: PLOT DATE: PLOT TIME:2016\12\08 4:09:28 PM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
MIN
d + 1", MIN
4d
4d
MIN
1.
2.
MF
R R
EQ
D O
R 8
d
NON-SHRINK GROUT
SLEEVE, SEE NOTE 2
MATERIAL TO MATCH BOLT.
12d
1"
CL
R
1"
CL
R
0330-056
ELEVATION
ANCHOR BOLT BLOCKOUTMACHINERY ANCHOR BOLT DETAIL
NOTES:
ANCHOR BOLT RETROFIT
BY MFR
OR AS REQD
SIZE AS SHOWN
ANCHOR BOLT,
OR 8
d
MF
R R
EQ
D
INSIDE DIAMETER
d + 1", MIN
BEAM
SLAB OR
STRUCTURAL
TOP OF
GROUT
W/ NON-SHRINK
FILL BLOCKOUT
BOLT DETAIL
ANCHOR
EQUIPMENT
SEE TYPICAL
GROUT
TO GROUTING
CAST AND PRIOR
AFTER CONC IS
TOP BY CUTTING
REMOVE FORM AT
SLEEVE AS SPECIFIED
ANCHOR BOLT
SEE NOTE 2
3" DIA MIN,
WASHER,
1/8" PLATE
AS REQD
PROJECTION
CONC
TOP OF
BY MFR
OR AS REQD
SIZE AS SHOWN
ANCHOR BOLT,
AS REQD
PROJECTION
ALL AROUND
3" CLR,
EQPT PAD
TOP OF CONC
OR BEAM
CONC SLAB
PAD HEIGHT
CONC EQPT
MIN
12d
TOP OF CONC
AS REQD
PROJECTION
ALL AROUND
EDGE, CLEAN
ROUGHEN
GROUT
NON-SHRINK
FILL WITH
AND NOTES NOT SHOWN SEE
FOR CONCRETE EQUIPMENT PAD DETAILS
AS REQD
DEPTH
HOLE IN EXST CONC
6d, 4" MIN CORED
2. FOLLOW ADHESIVE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.
3.
4.
#7
#6
#5
#4
#3
3 1/2"
4"
5"
6"
7"
12 1/2"
8"
13"
16"
20"
7" 22"
#9 24"NOTES:
#8
2 1/2"
7 1/2"
5"
8"
10 1/2"
14"
15"
11"
1.
UNLIMITED EDGE DISTANCE
LIMITED EDGE DISTANCE
T
5.
IS CALLED OUT ON DRAWINGS.
PROVIDE MINIMUM EMBEDMENT "A" SHOWN IN TABLE UNLESS SHORTER EMBEDMENT DEPTH
ALTERNATING DOWELS AT MINIMUM EDGE DISTANCE FROM OPPOSITE FACES.
DRAWINGS. WHERE 2 ROWS OF DOWELS INDICATED, STAGGER SPACING & LOCATE
LOCATE DOWELS CENTERED IN WALL OR SLAB UNLESS OTHERWISE NOTED ON
MINIMUM RECOMMENDED EMBEDMENT IF GREATER.
USE MINIMUM EMBEDMENTS SHOWN, EXCEPT USE MANUFACTURER'S
CONFORM TO REQUIREMENTS OF SPECIFICATION SECTION 03 63 00, CONCRETE DOWELING.
END OF EXISTING WALL OR SLAB
STRUCTURAL NOTES
STD LAP LENGTH, SEE GENERAL
MIN EDGE DISTANCE
AND SPACING
FOR SIZE
SEE DRAWINGS
REBAR DOWELS,
SLAB EXTENSION
NEW WALL OR
STRUCTURAL NOTES
SEE GENERAL
STD LAP LENGTH,
SEE NOTE 5
EMBEDMENT "A",
MINIMUM
2" MINIMUM
EXISTING REINFORCING
FACE OF EXISTING WALL OR SLAB
NEW WALL OR SLAB
EXISTING REINFORCING
T/2, SEE NOTE 4
BY ADHESIVE MANUFACTURER
HOLE DIA AS RECOMMENDED
MINIMUM EMBEDMENT "B"
SIZE
DOWEL
EDGE DISTANCE
MINIMUM
EMBEDMENT "A"
MINIMUM
EMBEDMENT "B"
MINIMUM
NTS0330-057ANCHOR BOLT DETAILS
NTS0330-105ADHESIVE DOWEL
667681
C H
OG
GA
RD
ST
AN
DA
RD D
ET
AIL
S
ST
AN
DA
RD D
ET
AIL
S
BP1-SD-005_667681.dgn
T P
ET
TY
T P
ET
TY
1-SD-05
H R
OJ
AS
6"
UNO
1'-6"
6"
8'-0"
MA
X
7'-0"
MIN
4'-0"
TY
P
4'-0"
10"
MIN
1'-0"
MA
X
1'-1 1/2"
1'-9"
MA
X
1'-3"
MIN
1'-1 1/2"
FILENAME: PLOT DATE: PLOT TIME:2016\12\08 4:12:04 PM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
10"
MIN
1'-0"
MA
X,
1.
2.
3.
PROVIDE LADDER SAFETY POST AS SPECIFIED, WHERE INDICATED.
PROVIDE SST CONC ANCHORS WHEN LOCATED BELOW MAXIMUM WATER SURFACE.
NOTES:
ELEVATION SECTION
1'-3"CL
HATCH COVER
10" MIN, TYP
@ 1'-0" OC MAX,
EQUALLY SPACED
SURFACE
WALKING
TOP OF
6"
FLOOR DOOR
ROOF HATCH OR
ADJUST TO FIT
4" MIN, 12" MAX,
10" MAX
7" MIN,
SEE NOTE 3, TYP
CMU PER SPECS,
CONCRETE OR
CONN TO
ANCHOR AT
5/8" CONCRETE
DEVICE AS SPECIFIED
LADDER SAFETY POST
4. PROVIDE CORRUGATED, KNURLED OR DIMPLED SURFACE ON TOP OF RUNG.
MIN
2'-6" CLR
PROVIDE PROTECTION FOR ALUMINUM IN CONTACT WITH CONCRETE AS SPECIFIED.
SPECIFIED, TYP
BRACKET AS
EXTRUDED AL
EACH RAIL
ANCHORS, TYP
4 CONCRETE
CONCRETE WITH
CONN, SECURE TO
EXTRUDED AL BASE
AL PIPE, MIN, TYP
1 1/2" DIA SCHED 40
NOTE 4, TYP
1" WIDE MIN, SEE
EXTRUDED AL RUNG,
SEE PLANS
NOT PROVIDED,
SAFETY POST
IF LADDER
OR GRAB RAILS
RAILING POST
POST
SAFETY
LADDER
NTS0551-101UNDER COVER TYPE "D" - ALUMINUM
PRE-ENGINEERED PIPE LADDER
TYP
2"
TYPTYP1/4
ROOF FRAMING
TOP COLUMN AT
SEE FRAMING PLAN, OMIT
AT COLUMN CL
SIDE OF CONT BEAM
PERP BEAM FRAMES INTO
PLATES TO CLEAR WHERE
LOCATION OF BEAM STIFFENER
TYPE, SEE PLANS
STEEL COLUMN, FOR
1 1/2", TYP
CONTINUOUS
STEEL BEAM
AT BEAM GAGE
4 - 3/4" DIA BOLT
WHICHEVER IS LARGER
BEAM FLANGE WIDTH
COLUMN SIZE +1" OR
COLUMN TOP PL 1/2" x
BELOW
SIMILAR TO TOP PLATE
COLUMN BASE PLATE
SIDE OF BEAM WEB, TYP
BEAM FLANGE WIDTH EA
STIFFENER PL 3/8"x1/2
OUTSIDE DIMENSION
LOWER COLUMN
NTS0512-042COLUMN CONNECTION - STEEL
CONTINUOUS BEAM -
3"
TYP3/16
SUPPORT SEE NOTE 4
FOR ALTERNATE
PLATFORM
GROUND OR
WITH UPPER PLATFORM
HIGHEST RUNG EVEN
ALL AROUND
SEAL WELD
7" MIN, 10" MAX
LATERALLY FROM LADDER
OR 4'-0" WHERE ACCESS IS
ACCESS IS THROUGH LADDER,
UPPER PLATFORM WHERE
EXTEND CAGE 3'-6" ABOVE
NOTES:
SPECIFIED, SEE NOTE 3
SAFETY CLIMB DEVICE AS
SEE RUNG DETAIL
SPACED, 1'-0" OC MAX, 10" MIN,
BAR 1" DIA STL RUNGS EQUALLY
2'-7"
RUNGS
RAILS, PUNCH TO RECEIVE
STL FB 2 1/2"x3/8" LADDER
NTS0551-141LADDER WITH SAFETY CAGE - STEEL
OR CMU PER SPECS
AT CONN TO CONCRETE
5/8" CONCRETE ANCHORS
8'-0" OC MAX, TYP EACH RAIL
BRACKETS T&B AND @
BAR 2 1/2"x3/8" STL
NOTE 7, TYP
45°
ACCESS LATERALLY FROM LADDER PLAN
ACCESS THROUGH LADDER PLAN
SEE NOTE 5
CLR AT TOP,
45°
40°, TYP
1'-2" RAD
7" MIN, 10" MAX
LADDER CAGE AND HANDRAIL POSTS
RAILING TO CLOSE GAP BETWEEN
AT EXTERIOR LADDER, RETURN RAILING AT ROOF
ROOF SLAB
EDGE OF
1'-6"
2'-0"
SE
E N
OT
E 5
CLE
AR A
T T
OP,
8 1/2"
DEVICE, SEE NOTE 3
SAFETY CLIMB
1'-6"
8 1/2"
1'-2" RAD
40°, TYP
EDGE OF FLOOR
2'-0"
DEVICE, SEE NOTE 3
SAFETY CLIMB
TO 4'-0" ABOVE LANDING
CONTINUE RUNGS@ 1'-0" OC
HOOPS, TYP
BAR 3"x1/4" STL
HOOPS, TYP
BAR 3"x1/4" STL
BAR 1"x1/4" STL, TYP
SECURE LADDER TO SUPPORT FRAMING W/ 5/8" DIA A325N BOLTS @ EACH BRACKET.
FOR SUPPORT FRAMING, SEE DRAWINGS.
WIDEN CAGE TO 2'-6" AT TOP TO ACCESS SAFETY CLIMB RAIL.
NOT REQUIRED OR SHOWN.
PROVIDE SEAL WELDS AT ALL CONTACT SURFACES WHERE STRUCTURAL WELDS ARE
CONCRETE ANCHORS.
EXTEND RAILS AND BEND 3" AT FLOOR. SECURE WITH 5/8"
PROVIDE SAFETY CLIMB DEVICE FOR LADDERS 20' OR GREATER IF SHOWN ON PLANS.
SUBMIT COORDINATED SHOP DRAWINGS.
HOT DIP GALVANIZE STEEL AFTER FABRICATION.
8.
7.
6.
5.
4.
3.
2.
1.
BAR 1"x1/4" STL, TYP
NTS
CAGE DETAILS
FLARE DETAIL
ELEVATION
TOP RUNG
SURFACE
TOP
RAIL
LADDER
2'-0"
RAIL SPLICE DETAIL
FRONT ELEVATION SIDE ELEVATION
MIN
10"
3'-6"
TYPE
OF THE BUTTON
COUNTERSUNK, OR
BOLT HEADS TO BE
SPLICE, STAGGERED,
ON EACH SIDE OF
WITH 3 - 5/8" SST BOLTS
2 1/2"x3/8"x10" LONG SST
SPLICE PLATE - BAR
PLAN
SECTION
2'-0"
#5@12 EW
3/4" CHAMFER
WATERSTOP
4" PLASTIC
0551-101
NOT SHOWNTYP SLAB REINF
, SEE NOTE 2
AL LADDER
NTS0551-147ACCESS HATCH DETAIL
DRAWINGS
DR
AWIN
GS
8" SEE 8"
8"
SE
E8"
SIDEWALK DOOR
UN
O
NOTE 3
3. ROUTE DRAIN FROM HATCH CHANNEL TO OUTSIDE.
2. SEE PLANS FOR LOCATIONS WITH ACCESS LADDER.
1. SEE PLANS FOR INSIDE DIMENSIONS AND HATCH SWING.
NOTES:
667681
C H
OG
GA
RD
ST
AN
DA
RD D
ET
AIL
S
ST
AN
DA
RD D
ET
AIL
S
BP1-SD-007_667681.dgn
1-SD-07
T P
ET
TY
T P
ET
TY
H R
OJ
AS
FILENAME: PLOT DATE: PLOT TIME:2016\12\08 4:12:46 PM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
NTS0555-001
RING FLG
AWWA C207 CLASS B
PER PLANS
VENT PIPE SIZE
PAD)
(OR CONC SUPPORT
VAULT ROOF
SEEP RING
3" x 1/4" THK
SEE NOTE 1
STD WEIGHT
RETURN AND PIPE
1/4
3.
2.
1.
INSULATION IS SHOWN ON DRAWINGS.
NOT REQUIRED. EXTEND TO EDGE OF ROOF INSULATION WHERE
TERMINATE VENT PIPE AT INSIDE OF STRUCTURE WHERE EXTENSION IS
GALV AFTER FABRICATION, EXCEPT SCREEN.
CLASS B RING FLG BOLTED TO FLG ABOVE FOR RETAINER.
TYPE 304 SST INSECT SCREEN #14 (MESH), USE AWWA C207
1/4
NOTES:
UN
O
PROVIDE GROV'D CPLG BELOW VAULT ROOF
1'-6"
NOTE 3
VENT PIPE ASSEMBLY
0330-001
PIPE COLLAR
0330-021 SIM
1'-9"
US
E W
ITH 6"
CU
RB
2" 2"
TYP
NOTES:
1.
2.
4"
3/16
3/4"
3/8"
FASTEN RAIL TO WALL FLANGE PER MANUFACTURER'S RECOMMENDATIONS.
3.
3"-0"
RAILIN
GWALL FLANGE TO BE MOUNTED TO WALL WITH (2) 3/8" DIA SST WEDGE ANCHORS.
1'-0", T
YP
MIN, T
YP
MA
X
1/4"
TY
P
4"
POST, TYP
CL @ 6'-0" MAX
EQUAL SPACES
SEE PLANS
FOR WIDTH
MAX
6'-0"
TY
P
CL P
OS
T,
SPECIFIED. ANODIZE FINISH AFTER ALL WELDING AS SPECIFIED.
AT CONTRACTOR'S OPTION FABRICATE HINGES OR PROVIDE OTHER HINGES AS
AS SPECIFIED
GATE SYSTEM
POST BEYOND
AS SPECIFIED
RAILING SYSTEM
THE PLANS, SEE DETAILS
WHEN INDICATED ON
CONC RAILING CURB
6" HIGH x 10" WIDESEE DWGS
ANCHORAGE,
FOR TYPE OF
ELEVATION
HINGE
PLAN
ELEVATION
RAIL TERMINAL
PLAN
PL 3/8x2
3'-6"
RAILIN
G
SPECIFIED
TYP AS
TOE BOARD,
6"
SEE DETAIL BELOW
RAIL TERMINAL, TYP,
BOARD
TOE
CONCRETE
EDGE OF
SEE SPECS
WALL FLANGE,
END OF RAIL
THREAD
WITH 1/2"
1 1/4" STUD
3/8" DIA x
WASHER
NYLON
1/8" THICK
NTS0552-001RAILING - 2 RAIL - ALUMINUM
STRINGER
STAIR
RAILING POST
ALUMINUM
AS SPECIFIED
SST BOLTS,
AS SPECIFIED
POST BRACKET
TOP MOUNTED
BEAM
PLAN
ELEVATION
TYPE "C"NOTES:
NTS
BEAM
STRINGER
STAIR
SIDE, TYP
STAIRWAY OR PLATFORM
BOLT HEADS AT
AS SPECIFIED
SST BOLTS,
RAILING POST
ALUMINUM
AS SPECIFIED
POST BRACKET
SIDE MOUNTED
PLAN
ELEVATION
TYPE "D"NOTES:
NTS
TYPE C - ALUMINUM
RAILING POST ANCHORAGE
TYPE D - ALUMINUM
RAILING POST ANCHORAGE
3.
4.
5.
6.
7.
GRATING THICKNESS TABLE
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
2"
1"
1"
1"
11.
10.
8.
MAXIMUM
SPAN
ALUMINUMSTEEL
1 1/4"
1 1/2"
1 3/4"
1 3/4"
2 1/4"
2 1/4"
1 1/4"
1 1/4"
1 1/2"
1 1/2"
7'-0" 2 1/2"1 3/4"
GRATING SPAN SEE PLAN.4"
EQPT
OPNG
GRATING
GENERAL NOTES:
12.
ALTHOUGH BOTH MAY NOT BE INCLUDED IN PROJECT.
AS SPECIFIED. THIS STANDARD DETAIL INCLUDES 2 TYPES,
TYPE OF MATERIAL USED SHALL BE AS SHOWN ON PLANS OR
GRATING THICKNESS
AS REQD FOR
VERTICAL LEG
TRIM 1/4" THICK
BANDING BAR
@ 1'-6" CENTERS
3/8"x6" ANCHORS
GREATER THAN 1/2" AND AS SPECIFIED.
GRATING SUPPORTS SHALL NOT BE LESS THAN 1/4" NOR
THE HORIZONTAL CLEARANCE BETWEEN THE GRATING AND
STEEL.
TO BE EMBEDDED IN CONCRETE SHALL BE TYPE 316 STAINLESS
TO BE SAME AS GRATING, EXCEPT METAL SUPPORTS THAT ARE
MATERIAL FOR SUPPORTS OF STEEL AND ALUMINUM GRATING
TO THE ENGINEER PRIOR TO FABRICATION.
SHOP DRAWINGS BASED ON FIELD DIMENSIONS SHALL BE SUBMITTED
WELD TO GRATING
ALL AROUND OPENINGS,
1/4" BAR TOE STOP
LIGHT DUTY GRATING
(100 PSF)
TYPE 'A'
GS-2 - ONE SIDED
BAND ALL EDGES. MATCH DEPTH OF BEARING BAR.
NOTED ON DRAWINGS.
GRATING SHALL BE LIGHT DUTY GRATING UNLESS OTHERWISE
2.
1.
SEE SPECIFICATIONS FOR SPACING OF BEARING AND CROSS BARS.
BEARING BAR THICKNESS FOR GRATING TO BE 3/16" MINIMUM.
1/4"
SEE NOTE 12
DIMENSION,
MIN BEARING
GS-1
EQUIPMENT OPENINGS
GS-3
GS-2 - TWO SIDED
DIMENSION, SEE NOTE 12
MIN BEARING
THICKNESS
GRATING
THICKNESS
GRATING
EMBEDMENT
CENTERS, 6" MIN
ANCHORS @1'-6"
5/8"x6" CONC
THICKNESS
GRATING
THICKNESS
GRATING
ENDED SUPPORTS, TYP
1/4" PL WELDED AT OPEN
BEARING BAR
AND CLAMP AS SPECIFIED
WELDED THREADED STUD
EMBEDDED ANGLE WITH
ATTACH GRATING TO
DIMENSION, SEE NOTE 12
MIN BEARING
CONDITIONS, SEE PLAN
FOR SIZE AND END
SUPPORTING BEAM,
CONDITIONS, SEE PLAN
FOR SIZE AND END
SUPPORTING BEAM,
GRATING
BEARING BAR
CLAMP AS SPECIFIED
TO BEAM WITH
ATTACH GRATING
CLAMP AS SPECIFIED
TO BEAM WITH
ATTACH GRATING
BEAM FLANGE
TO FAR SIDE OF
EXTEND GRATING
GRATING
BEARING BAR
GRATING
WITH CLAMP AS SPECIFIED
ATTACH GRATING TO ANGLE
L 3"x3"x1/4"
BEARING BAR
GRATING
APPLICABLE GRATING TYPE.
SHALL BE AS TABULATED IN "GRATING THICKNESS TABLE" FOR
UNLESS NOTED OTHERWISE ON PLANS, GRATING THICKNESS
SHOWN IN TABLES BY 1/4".
FOR SERRATED BEARING BARS, INCREASE GRATING THICKNESSES
9.
OR WEIGH MORE THAN 150 POUNDS, UNLESS INDICATED OTHERWISE,
INDIVIDUAL GRATING SECTIONS SHALL NOT EXCEED 3'-0" IN WIDTH
HORIZONTAL = 2" FOR GRATING DEPTH GREATER THAN 2 1/4"
FOR GRATING DEPTH 2 1/4" OR LESS, MIN BEARING
MIN BEARING HORIZONTAL DIMENSION = 1"
NTS
STANDARD GRATING 0553-001
USE TYPE "C" POST ANCHORAGE ONLY WHERE SPECIFICALLY NOTED.2.
PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS.1.
USE TYPE "D" POST ANCHORAGE UNLESS NOTED OTHERWISE.2.
PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS.1.
667681
C H
OG
GA
RD
ST
AN
DA
RD D
ET
AIL
S
ST
AN
DA
RD D
ET
AIL
S
BP1-SD-008_667681.dgn
1-SD-08
T P
ET
TY
T P
ET
TY
H R
OJ
AS
Dec
embe
r9,2
016
Dec
embe
r9,2
016
Dec
embe
r9,2
016
FILENAME: PLOT DATE: PLOT TIME:2016\12\09 10:08:47 AM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
COAT WALL PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO CONCRETE PLACEMENT.1.
NOTES:
INSTALLATION, 9" MIN
AS REQD FOR PIPE
WALL PIPE
DUCTILE IRON
INSTALLATION, 9" MIN
AS REQD FOR PIPE
TYP
ON PLANS,
SHOWN
ENDS AS
THRUST COLLAR
NTS4027-600DUCTILE IRON WALL PIPE
PIPE SLEEVE
PASSING PIPE
AS SPECIFIED
SST BOLTS AND NUTS,
SEAL ASSEMBLY WITH
MODULAR MECHANICAL
NTS4027-607WALL PIPE PENETRATION SEAL
1.
2.
3"3"
NOTES:
NTS
SAMPLING VALVE 4027-190B
NTS
FLOOR SLEEVE 4027-620
INDICATOR
PRESSURE
1/2 " COUPLING
INDICATOR
PRESSURE
E
E
E
DETAILS.
MOUNTING PLATE
STAND AND
(SEE ID-101)
(SEE ID-104F)
CAPILLARY
ARMORED
E
REMOTE MOUNTING
LOCAL MOUNTING SEE ID-104A
1. REFER TO ID-000 FOR INSTALLATION SYMBOLS.
NTS4090-006LOCAL & REMOTE MOUNTING
PRESSURE INDICATORS
PROCESS PIPE
SEE NOTES 1, 2 AND 3
SEE NOTES 1, 2 AND 3
1.
2.
3.
4.
PRESSURE GAUGE
1/4" GAUGE COCK
PROVIDE SNUBBER FOR POSITIVE DISPLACEMENT PUMP INSTALLATIONS.
FOR STEEL, GALVANIZED STEEL, AND PVC 2 1/2" AND SMALLER USE A BUSHING IN A TEE.
NOTES:
DIAPHRAGM PRESSURE GAUGE
PRESSURE GAUGE
PRESSURE GAUGE
DIAPHRAGM SEAL
SADDLE WITH BUSHING.
FOR DUCTILE IRON AND FIBERGLASS REINFORCED PLASTIC PIPE, ALL SIZES, USE PIPE
PIPE THREAD
1/4" NATIONAL
PROCESS PIPE
USE THRED-O-LET AS SHOWN.
FOR STEEL AND STAINLESS STEEL PIPES 3" AND LARGER, AND PRESSURE VESSELS,
TAP
SEAL FLUSHING
ON DIAPHRAGM
1/4" BALL VALVE
1-1/2" NIPPLEPLUG VALVE
1-1/2" ECCENTRIC
NTS4090-690PRESSURE GAUGE MOUNTING
PROCESS PIPE
NOTE 1
OTHERWISE SHOWN
1/2" V330, UNLESS
NOTE 2
CONNECTING ADAPTER TO SAMPLE LINE.
FOR CONNECTION TO SAMPLE LINE, OMIT DISCHARGE ELBOW AND PROVIDE
USE DOUBLE STRAP SADDLE.
FOR CONNECTION TO STEEL PIPE, WELD THRED-O-LET TO PIPE; FOR DI AND PVC PIPE,
PVC PIPE
1/2" SCH 80
PVC PIPE
1/2" SCH 80
2"
MA
X
PASSING PIPE
OD + 2" MIN
PIPE FLANGE
SLEEVE AT MIDPOINT OF FLOOR
AT 120 DEGREES AROUND
ANCHOR STUDS, 3 STUDS SPACED
1/2" X 6" HEADED CONCRETE
FABRICATION
GALVANIZE AFTER
PIPE SLEEVE. HOT DIP
STANDARD WEIGHT STL
SHOWN ON PLANS
4" UNLESS OTHERWISE
667681
C H
OG
GA
RD
ST
AN
DA
RD D
ET
AIL
S
ST
AN
DA
RD D
ET
AIL
S
BP1-SD-016_667681.dgn
M RID
EN
S
1-SD-16
L F
ET
TK
ET
HE
RJ Z
ALL
A
FILENAME: PLOT DATE: PLOT TIME:2016\12\09 10:14:42 AM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
CONDUIT CONNECTION
CONNECTIONS" AND "PROCESS CONNECTIONS" CHARTS ABOVE (EXCEPTION SEE NOTE 3).
ELEVATION OF INSTRUMENT IS NORMALLY DEPENDANT ON SERVICE. SEE "INSTRUMENT
BRACKET
REFER TO ID-000 FOR INSTALLATION DETAIL SYMBOLS.
REMOTE, LIQUID OR STEAM SERVICE
REMOTE, GAS OR VAPOR SERVICE
REMOTE, WATER PURGE
REMOTE, AIR PURGE
REMOTE, CAPILLARY
INSTRUMENT CONNECTIONS
SERVICE CONNECTION
6
5
NOTES
2.
1.
VENT
4
3
2
1
ID-104G
ID-104F
DETAIL
ID-104E
ID-104D
ID-104C
ID-104B
DIAPHRAGM SEAL, W/ ISOLATION VALVE
PROCESS CONNECTIONS
7
(SEE ID-108)
CONNECTION
INSTRUMENT
TRANSMITTER
TYPE
E
E
ID-103H
DETAIL
E
(SEE ID-101)
MOUNTING DETAIL
PIPE STANDE
E
WHERE INDICATED, INSTRUMENTS WILL CONNECT DIRECTLY TO PIPING PER DETAIL
ID-104A AND NOT USE A PIPE STAND.
3.
NTS4091-001PRESSURE TRANSMITTER
AND FILTER
STRAINER
NOTE 2
SAMPLE FLOW REGULATOR
NOTE 4
AIR GAP
DRAIN
NOTE 3
MNPT,
24"
SAMPLE CONDITIONING SYSTEM
BYPASS FLOW
CLEAR PIPE TO OBSERVE
ABOVE 75 PISG, PROVIDE PRESSURE REDUCTION ASSEMBLY. (SCS) WORKS BETWEEN 1.5 AND 75 PSIG. BELOW 5 PSIG SCS IS NOT NECESSARY. G. OPTIMAL INLET PRESSURE TO ANALYZER IS 1.5 PSIG. SAMPLE CONDITIONING SYSTEM
F. SAMPLE FLOWRATE TO SAMPLE CONDITIONING. 200-500 mL/MIN.
E. CUT TUBE ENDS SQUARE WITH A SHARP KNIFE OR CUTTER
D. USE TEFLON TAPE ON PIPE THREADS.
C. USE PVC PIPE CEMENT TO ASSEMBLE.
B. NOT ALL SAMPLE CONDITIONING PARTS SHOWN.
A. SAMPLE CONDITIONING SYSTEM PROVIDED WITH ANALYZER.
GENERAL NOTES:
(NOTE 1)
RESIDUALANALYZER
CHLORINE
4. 1/2-INCH TEFLON DRAIN TUBE
USE 1/4-INCH FOR MNPT LOW FLOW OPTION.3. UNLESS OTHERWISE NOTED, USE 1/2-INCH MNPT PART (HI FLOW OPTION).
AND UNISTRUT TO ATTACH TO WALL.2. INSTALL SAMPLE CONDITIONING USING 4 1-INCH CONDUIT INSTALLATION HANGERS
1. WALL MOUNT ANALYZER AFF 4'0" USING SST FASTENERS.
SPECIFIC NOTES:
NTS
CHLORINE RESIDUAL ANALYZER 4091-147GNTS
4091-253
1/4" V3301/2" V330 1/4" V330
SYSTEM
SAMPLING
PVC PIPE FROM
1/2-INCH SCH 80
PIPE
PVC SAMPLE
1/4" SCH 80
TAP BLIND
DRILL AND
CONDULET
BLIND FLANGE
PROVIDE 316 SST
HARDWARE
PROVIDE 316 SST
CONCRETE SLAB
18"
MA
X
12"
SEALANT
FILL GAP WITH NON-SHRINK
OF STILLING WELL
DRILL (8)1/2" HOLES NEAR BOTTOM
STILLING WELL
PIPE TO HOLD BOTTOM OF
PROVIDE 10" SCHEDULE 80 PVC
ADHESIVE ANCHORS
OF WET WELL WITH (4) 3/8" SST
MOUNT 10" DIA PIPE TO BOTTOM
4" MAX
PVC PIPE
SCHEDULE 80
8" DIA
PIPE 316 SST
EXTENSION
TRANSDUCER
ULTRASONIC
BELOW CONCRETE SLAB
ABOVE FACE OF TRANSDUCER AND
DRILL (2) 1/2" HOLES IN PIPE
AND STILLING WELL
ULTRASONIC LEVEL ELEMENT
FINISH GRADE
IN PVC CONDUIT
SENSOR CABLES
REQUIREMENTS
INSTRUMENT
FLANGE TO SUIT
SOIL COVER
4027-621
2" MIN ABOVE SOIL COVER
, EXTEND
667681
C H
OG
GA
RD
ST
AN
DA
RD D
ET
AIL
S
ST
AN
DA
RD D
ET
AIL
S
BP1-SD-017_667681.dgn
M RID
EN
S
1-SD-17
L F
ET
TK
ET
HE
RJ Z
ALL
A
FILENAME: PLOT DATE: PLOT TIME:2016\12\09 10:15:26 AM
CH
2M HIL
L 2
015. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
Park City,
Uta
h
of
$PWPATH
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
$PWURL
Park City M
unicipal C
orp
oration
QJ
WTP P
hase 1 S
hort-T
erm I
mpro
ve
ments Project
Construction P
ackage 1
DECEMBER 2016
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
MIN.
PLATFORM
GRADE OR
4'-0" ABOVE
1
WALLCONCRETE
C.S. PLATE8"x8"x3/8"
(TYPICAL 4)9/16" DIA
IN WELDED SEAM1/4" WEEP HOLE
PIPE CAP2"-C.S.
DETAIL ASEE
DETAIL BMOUNTING PLATE
DETAIL A
2"-C.S.SCH.40 PIPE SEE
DETAIL B
(TYPICAL)
GENERAL NOTE:
KEYED NOTE:
A STAND SHALL BE PAINTED WITH PRIMER AND EPOXY FINISHBEFORE INSTALLATION.
MANUFACTURER'S RECOMMENDATIONS.1 1/2-INCH EXPANSION OR ADHESIVE ANCHOR. INSTALL PER
1'-0"
1" (TYP.)
8"
6"
1'-0"
8"
6"
NTS
WALL MOUNTED STAND
SINGLE INSTRUMENT
4095-006
9"
7"
9"
7"
1" (TYP.)
1 1
1 1/2-INCH EXPANSION OR ADHESIVE ANCHOR. INSTALL PERMANUFACTURER'S RECOMMENDATIONS.
BEFORE INSTALLATION.A STAND SHALL BE PAINTED WITH PRIMER AND EPOXY FINISH
KEYED NOTE:
GENERAL NOTE:
BASE PLATEDETAIL A
(TYPICAL)
1/4" WEEP HOLEIN WELDED SEAM
CONCRETE WALL
5/8" DIA(TYPICAL 4)
PLAN VIEW
DETAIL B(FOR LEVEL FLOORS)
FLOORS)
DETAIL C(FOR UNLEVELED
4'-6"
6"18" L
FOR 3 OR MORE"L" AS REQUIRED
INSTRUMENTS
(TYPICAL)1/2" NUT S.S.
GROUT
1'-6"
5'-0"
1'-4"
8"
SCH.40 PIPE2"-C.S.
2"-C.S.PIPE CAP
A, B, AND C(TYPICAL)
SEE DETAILS
5'-0"
(TYPICAL)
(TYPICAL)
NTS4095-008FLOOR MOUNTED INSTRUMENT STANDS
PLAN VIEW
1/4"
3/16TYPICAL
2-12
GENERAL NOTES:
A VERIFY THAT COLUMN CAN BE WELDED ONTO.
B PLACE INSTRUMENT'S CENTER LINE 4'-6" ABOVE THE FLOOR.
C DO NOT USE THIS DETAIL FOR COLUMNS WITH FIREPROOFING.
COLUMNSTEEL
STEELCOLUMN
INSTRUMENT
INSTRUMENT
(SIZE TO SUIT)1/4" STEEL PLATE
TO PLATE WITH GALVANIZEDSECURE INSTRUMENT
BOLTS AND NUTS
NTS
COLUMN MOUNTED INSTRUMENT, WELDED 4095-009
12"
8"
C. USE ADDITIONAL FLOOR MOUNT PLATE
B. ALL STEEL BRACKETS AND PIPE TO BE PRIMED AND
PRIME COAT & FINISH PAINT
GENERAL NOTES:
OR 2" PIPE MOUNTING UNIVERSAL BRACKET FOR WALL TO MATCH STRUCTURAL STEEL.
FLOOR PEDESTAL MOUNTING
INSTRUMENT
FLOOR
5'-0"
TO
PAINTED BEFORE MOUNTING INSTRUMENTS.
SUPPLIED WITH INSTRUMENT.
C
(2) 1/4" GUSSETS
CONCRETE).(CINCH ANCHOR TOFOR 1/2" BOLTS.DRILL (4) 39/64" HOLES1/4"x10"x10" STL.
AIR SET MOUNTING1/4"x4"x4" STL. FOR
L
TOP CAPPED.2" SCHEDULE 40 PIPE,
BOLTS.ON 2 1/4" C FOR 5/16"DRILL (2) 3/8" HOLES
8"
(IF REQUIRED)
FLOOR MOUNT PLATE
AND SANDWICH GRATING BETWEEN PLATES WHEN MOUNTING ON FLOOR GRATING.
FLOOR PEDESTAL MOUNTING
FOR 2 OR 3 INSTRUMENTS
INSTALL CENTERPOST FOR 3INSTRUMENTPEDESTAL
CONTINUOUSWELD
TOP CAPPED2" SCHEDULE 40
(TYP OF 3)
(TYP OF 3)
5'-0"
TO FLOOR
WELD(TYPICAL)
1/4"x 4"x 4"STL. FORREGULATORMOUNTING(IF REQUIRED)
A. WELDED FABRICATIONS THROUGHOUT.
NTS4095-011STANDARD PIPE MOUNTING
667681
C H
OG
GA
RD
ST
AN
DA
RD D
ET
AIL
S
ST
AN
DA
RD D
ET
AIL
S
BP1-SD-018_667681.dgn
M RID
EN
S
1-SD-18
L F
ET
TK
ET
HE
RJ Z
ALL
A
![Experimental and numerical investigation of secondary flow ...cfd4aircraft.com/int_conf/IC2/proceedings/papers/a_hergt.pdf · d e p i tc h u / t [-] 0 0.2 0.4 0.6 0.8 1-0. 5 0 suct](https://img.pdfslide.net/doc/110x75/5fa1f4fbf02b415ab62c03f6/experimental-and-numerical-investigation-of-secondary-flow-d-e-p-i-tc-h-u-.jpg)
