2019-25 WWTP UV Disinfection System Upgrade-BidSet-Vol-2of2-Drawings-PrintReady.pdf
PDF 29 MB Posted
- Attached to
- Frozen Fruit, Berries
- Solicitation number
- S-29100-00000956
- Issued by
- Marion County, Oregon
About this file
This is a comprehensive bid set of construction drawings for the City of Ashland's UV Disinfection System Upgrade project at the Wastewater Treatment Plant in Ashland, Oregon. The project encompasses the design and installation of a new ultraviolet (UV) disinfection system to replace existing equipment, including two UV reactors with low-pressure, high-output amalgam lamps, supporting electrical and mechanical infrastructure, a citric acid storage and recirculation system, and associated site improvements. The design capacity accommodates flows of 3.3 million gallons per day (MGD) for dry weather and 11.4 MGD for wet weather, with a UV transmittance of 60 percent and a design UV dose of 16.0 mJ/cm² for T1 reduction equivalent. The drawings include general site plans, architectural details, civil works including paving and drainage, mechanical systems with piping and equipment specifications, structural details with reinforcement requirements, and comprehensive electrical plans with power distribution, controls, and instrumentation. The bid set consists of 40 sheets organized by discipline, including typical details for standards and specifications, demolition plans for existing equipment, and complete mechanical and electrical layouts for the new UV reactor building and associated systems.
The project requires coordination with existing plant facilities and utilities, with contractor responsibility for field verification of all existing conditions prior to construction. Key requirements include compliance with American standards for concrete, reinforcing steel, and structural design per the 2019 Oregon Structural Specialty Code and ASCE 7-16. The electrical system connects to the existing MCC-4 at 480 volts, three-phase, 60 hertz, requiring new circuit breakers, transformers rated at 45 KVA each, and control panelboards. Instrumentation includes magnetic flow meters, temperature sensors, UV intensity monitors, and level switches integrated with a new vendor-supplied UV master control panel networked to the existing plant SCADA system via fiber optic connection. The contractor must provide all labor, materials, equipment, and services for installation; coordinate demolition of existing UV equipment; restore the site to original condition; and obtain owner approval for any modifications to equipment pad dimensions or piping layouts before submitting shop drawings.
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Text version
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11940A.10
UV DISINFECTION SYSTEM UPGRADE
CITY OF ASHLAND
WASTEWATER TREATMENT PLANT
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VOLUME 2 OF 2
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OCTOBER 2021
ASHLAND, OR 97520
1295 OAK ST
ASHLAND WASTEWATER TREATMENT PLANT
PROJECT LOCATION:
ASHLAND, OR 97520
51 WINBURN WAY
ASHLAND PUBLIC WORKS DEPARTMENT
OWNER:
OF 40
97253
EXPIRES: 12/31/23
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
11940A.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
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CITY OF ASHLAND
UV DISINFECTION SYSTEM UPGRADE
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BID DOCUMENTS
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GENERAL
1 G01 COVER SHEET
2 G02 DRAWING LIST, DESIGN CRITERIA, AND FLOW STREAM IDENTIFIER
3 G03 ABBREVIATIONS
4 G04 SITE PLAN
TYPICAL
5 TA01 TYPICAL DETAILS - ARCHITECTURAL 1
6 TA02 TYPICAL DETAILS - ARCHITECTURAL 2
7 TC01 TYPICAL DETAILS - CIVIL
8 TE01 TYPICAL DETAILS - ELECTRICAL 1
9 TN01 TYPICAL DETAILS - INSTRUMENTATION 1
10 TP01 TYPICAL DETAILS - PIPING 1
11 TP02 TYPICAL DETAILS - PIPING 2
12 TS01 TYPICAL DETAILS - STRUCTURAL 1
13 TS02 TYPICAL DETAILS - STRUCTURAL 2
14 TS03 TYPICAL DETAILS - STRUCTURAL 3
15 TS04 TYPICAL DETAILS - STRUCTURAL 4
16 TS05 TYPICAL DETAILS - STRUCTURAL 5
DEMOLITION
17 D01 UV REACTOR AND ELECTRICAL BUILDING - MECHANICAL AND ELECTRICAL PLAN
18 D02 UV REACTOR AND ELECTRICAL BUILDING - PHOTOS
CIVIL
19 C01 PAVING, GRADING,AND DRAINAGE - PARTIAL PLAN
20 C02 YARD PIPING - PARTIAL PLAN
MECHANICAL/STRUCTURAL
21 MS01 GENERAL STRUCTURAL NOTES
22 MS02 GENERAL MECHANICAL NOTES AND SYMBOLS
23 MS03 UV REACTOR AND ELECTRICAL BUILDING - PLAN
24 MS04 UV REACTOR AND ELECTRICAL BUILDING - SECTIONS
25 MS05
ELECTRICAL
26 E01 ELECTRICAL LEGEND
27 E02 ELECTRICAL ABBREVIATIONS
28 E03 SITE PLAN (NORTH)
29 E04 MCC-4 ELEVATION
30 E05 MCC-4 ONE-LINE DEMOLITION
31 E06 MCC-4 ONE-LINE MODIFICATIONS
32 E07 UV REACTOR AND ELECTRICAL BUILDING - OVERALL ELECTRICAL PLAN
33 E08 UV REACTOR AND ELECTRICAL BUILDING - PARTIAL POWER AND CONTROL PLAN
34 E09 CONDUIT SCHEDULE
INSTRUMENTATION
35 N01 SYMBOLS AND ABBREVIATIONS - 1
36 N02 SYMBOLS AND ABBREVIATIONS - 2
37 N03 SYMBOLS AND ABBREVIATIONS - 3
38 N04 SYMBOLS AND ABBREVIATIONS - 4
39 N05 P&ID - UV REACTORS
40 N06 P&ID - UV CLEANING SYSTEM
UV DISINFECTION VALUE
TYPE
LOW PRESSURE,
HIGH OUTPUT,
AMALGAM LAMPS
UNITS 2
DESIGN UV TRANSMITTANCE, % 60
FLOW CAPACITY
WET WEATHER, MGD 11.4
DRY WEATHER, MGD 3.3
TOTAL SUSPENDED SOLIDS
DRY WEATHER, mg/L 10.0
WET WEATHER, mg/L 30.0
DESIGN UV DOSE
T1 REDUCTION EQUIVALENT DOSE, mJ/cm
16.0
MS2 REDUCTION EQUIVALENT DOSE
PER NWRI 2012 WITH CR = 1.00, mJ/cm 2 23.0
E-COLI PERMIT LIMITS
30 DAY GEOMETRIC MEAN, CFU/100 ML 126
SINGLE EXCEEDANCE, CFU/100 ML 406
CODE DESCRIPTION
A AIR
CAS CITRIC ACID SOLUTION
CD CHEMICAL DRAIN
D DRAIN
PD PUMPED DRAIN
RAS RETURN ACTIVATED SLUDGE
SE SECONDARY EFFLUENT
SD STORM DRAIN
SN SUPERNATENT
SSC SCUM
V VENT
1W NO. 1 POTABLE WATER
3W NO. 3 NON-POTABLE WATER
CITRIC ACID STORAGE FACILITY - PLAN AND SECTIONS
CHECKED
DRAWN
DESIGNED
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JOB NO.
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IF NOT ONE INCH ON
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0 1"
OF 40OCTOBER 2021
CITY OF ASHLAND
UV DISINFECTION SYSTEM UPGRADE
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BCM
BDR
BDD
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AV
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BLKHD
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ANV
AIL
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ALT
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POINT OF CURVATURE
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OPPOSITE
PRESTRESSED CONCRETE CYLINDER PIPE
PHASE, PHYSICALLY HANDICAPPED
PRESSURE GAUGE
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POINT OF INTERSECTION
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PULSATION DAMPENER
POSITIVE DISPLACEMENT, PLANT DRAIN
PLAIN END
POSITIVE DISPLACEMENT PUMP
OUTSIDE DIAMETER, OUTSIDE DIMENSION
MOP SINK
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MOISTURE SEPARATOR
MODIFIED
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MOISTURE
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NATURAL GRADE, NATURAL OR LP GAS
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NOMINAL
NUMBER
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PLANT WATER
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POLYVINYLIDENEFLUORIDE
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POUNDS PER SQUARE INCH
POINT OF VERTICAL CURVATURE, POLYVINYL
PLUG VALVE
QUANTITY
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ROOF DRAIN OVERFLOW
REFERENCE
REDUCER, ROOF EQUIPMENT DRAIN
ROOF DRAIN LINE
RETURN ACTIVATED SLUDGE
RIGHT OF WAY
ROOF DRAIN
REINFORCED CONCRETE PIPE
PRESSURE GAUGE
POLYETHYLENE
POLYMER
POTABLE WATER
POSITION
PANEL(S)
PLASTIC
PLATE, PROPERTY LINE
PUMP
PLYWOOD
POWER POLE
PRESSURE REDUCING VALVE, PRESSURE
PRESSURE OR VACUUM RELIEF VALVE
POUNDS PER SQUARE FOOT
PUMP STATION, PIPE SUPPORT
PROJECTION
POINT OF REVERSE CURVATURE
PARTS PER MILLION (VOLUME)
PRIMARY
PRESSURE REGULATOR
INSTRUMENT AIR
HYDRANT
INCLUDE, INCLUDING
INCHES
HEIGHT BY WIDTH
HIGH WATER LEVEL
HOT WATER
HOT WATER SUPPLY
HOT WATER RETURN
INFLUENT
JOIST
INTRINSICALLY SAFE RELAY
KNIFE GATE VALVE
JOINT
IRON PIPE
INSTRUMENTATION
INJECTOR
INVERT
INSULAT(E)(ED)(ING)(ION)
HOSE VALVE
GATE VALVE
GALVANIZED STEEL PIPE
HOSE BIBB
EXPLOSION-PROOF, HIGH, HORIZONTAL
GRAVITY VENTILATOR
GALLONS PER MINUTE
GALLONS PER DAY
GRATING
GRADE
HARDWARE
HANDRAIL, HOSE REEL, HOUR
HEAT PUMP UNIT AIR
HEAT EXCHANGER
HOOD SUPPLY FAN
HIGH PRESSURE AIR
HOOD EXHAUST FAN
HEADWALL
HORIZONTAL
HEIGHT
MOTORIZED DAMPER
MECHANICAL COUPLING
METAL
MECHANICAL
MACHINE BOLT
MATERIAL
MANUAL
MAXIMUM
MAKE-UP AIR UNIT
MANUFACTURER
MECHANICAL JOINT
MIXER
MIXED LIQUOR
MARK
MISCELLANEOUS
MILLION GALLONS PER DAY
MILLIGRAMS PER LITER
MINIMUM
MANHOLE
MAINTENANCE
LINEAL FEET
LIQUID DIESEL FUEL RETURN
LEFT HAND REVERSE ACTIVE
LONG
LIQUID DIESEL FUEL
LABORATORY
ANGLE (STRUCTURAL), LENGTH, LOUVER
POUND(S)
LAVATORY
LIVE LOAD
LEFT
LAB SINK
MOTOR
LOW WATER LEVEL
LONG RADIUS
LONG LEG VERTICAL
LONG LEG HORIZONTAL
LIQUIFIED PROPANE GAS
LOW PRESSURE AIR
TURBIDIMETER SAMPLE
THICKENED SLUDGE DECANT
TELEPHONE TERMINAL BOARD
THERMOSTAT
TOP OF WALL
TANK
TEMPERATURE
TOP OF MASONRY
TOP OF CONCRETE
TURNING VANES
VARIES
UTILITY SINK
VITRIFIED CLAY PIPE
VALVE BOX
UNLESS NOTED OTHERWISE
TYPICAL
THREE-WAY VALVE
UNDERGROUND
UNDERCUT
TELEPHONE MANHOLE
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SLUICE GATE
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STRUCTURAL
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TEST HOLE
TELESCOPING VALVE
THICKENED SLUDGE
TELEPHONE
TEMPORARY BENCHMARK
TOP AND BOTTOM
TOTAL DYNAMIC HEAD
TEMPERATURE CONTROL VALVE
YARD HYDRANT
YARD CLEANOUT
SECONDARY SLUDGESSL
WYE
WASTEWATER
WATER CONTROL VALVE
WASTEWATER TREATMENT PLANT
WELDED WIRE FABRIC
PLCS
EMERGENCY HAND SWITCH
DEEP (OR DEPTH)DP
ESS
SW
PLACES
BREAK GLASS HAND SWITCHBG
WATER
WITH
VENT THROUGH ROOF
WASTE ACTIVATED SLUDGE
WITHOUT
VACUUM REGULATING VALVE
VOLUMETRIC FEEDER
VERTICAL
VOLUME
VACUUM GAUGE, VALLEY GUTTER
WALL CLEANOUT
WEIR GATE
WASTE OIL DRAIN
WALK THROUGH, WEIGHT
WATER SOFTENER
WALL LOUVER, WATER LEVEL
WALL FITTING, WASH FOUNTAIN
WALL EXHAUST FAN
WEIGHT INDICATOR
WATER HEATER
SAMPLE
SCRUBBER
SECONDARY CLARIFIER
SIDEWALK
RECLAIMED WATER, REUSE WATER
RUPTURE DISK
RAW WASTEWATER
RECLAIMED WATER RETURN
SMOKE CONTROL DAMPER
SUMP DISCHARGE DRAIN LINE
SMOKE DETECTOR, SPLITTER DAMPER, STORM
SECONDARY EFFLUENT
SLUDGE DRAWOFF
SILICON CONTROL RECTIFIER
SCHEDULE
STANDARD CUBIC FEET PER MINUTE
BAR SCREEN
SURFACE CLEANOUT
ROTARY FEEDER
RETURN FAN
RESERVOIR
RIGHT HAND
RETURN GRILLE RUBBER GASKET
REACTOR
REINFORCE(D)(ING)(MENT)
REGULATOR, REGULATING
REQUIRED
RUBBER EXPANSION JOINT
RIGHT HAND REVERSE BEVEL
REINFORCED PLASTIC MORTAR PIPE
REVOLUTIONS PER MINUTE
RIGHT
RETURN REGISTER
RADIUS POINT
ROOM
REGISTERED LAND SURVEYOR
ROTAMETER
ROUGH OPENING
SQUARE
SAMPLE WATER
SQUARE INCH(ES)
SQUARE FEET
SAMPLE SINK
SINGLE POLE DOUBLE THROW
SUMP PUMP DRAIN
SPARE
SPLITTER BOX
SHORT RADIUS, SUPPLY REGISTER
STANDARDS(S)
STABILIZER
STIRRUPS
STIFFENER
STATION
SANITARY SEWER, SELECTOR SWITCH
SCRUBBER RECIRCULATION LIQUID (CAUSTIC)
STAINLESS STEEL
SERVICE SINK
SOLUTION
SUPPLY GRILLE
SOFTENED WATER
SOLIDS HANDLING-RECYCLE
SHOWER DRAIN
SUPPLY FAN
SECTION
SECONDARY, SECOND
SEPTAGE
SEDIMENTATION
SHOWER
SLEEVE VALVE
SLIDE GATE
SUPERNATANT OR SUBNATANT
SAMPLER, SUMP PUMP
SLUDGE COLLECTOR DRIVE
SIMILAR
SHEET
SLOPE, SLUDGE
SKIMMINGS
GROUND
AT (MEASUREMENT)
YH
AGGREGATE BASE COURSE
ANCHOR BOLT
YCO
WWF
WW
Y
WWTP
ACRYLONITRILE BUTADIENE STYRENE
ACCESS DOOR
ADMINISTRATION
AERAT(ION)(OR)
AREA EQUIPMENT DRAIN
AREA DRAIN
AMERICAN CONCRETE INSTITUTE
AIR CIRCUIT BREAKER
AIR CONDITIONING UNIT
ASBESTOS CEMENT PIPE
WV
WCO
WAS
WF
WEF
W/O
VTR
VRV
W/
W
WH
WS
WRG
WTR
WT
WP
WL
WI
WOD
WM
BLOCK
BUILDING
PROCESS BLOWER
BULKHEAD
BACKWASH
BASIN DRAIN LINE
BACKDRAFT DAMPER
BUTTERFLY VALVE
BLIND FLANGE
BEAM, BENCH MARK
BALL VALVE
BRITISH THERMAL UNITS
CAUSTIC SOLUTION (CONCENTRATED OR DILUTE)
CONCRETE ANCHOR
BLACK STEEL PIPE
BOTTOM SLUDGE
BOTTOM
BEARING
BACK PRESSURE VALVE
BOARD
ALUMINUM
ALTERNATE
ANGLE VALVE
ANCHOR
AIR INTAKE LOUVER
AIR FLOW MONITOR
AFTERCOOLER
AIR COMPRESSOR
AIR HANDLING UNIT
ARCHITECTURAL
ACID WASTE
AIR AND VACUUM VALVE
BATCHMETER
BEGIN CURVE, BRASS CAP, BACK OF CURB, BOLT
AVERAGE
ASSEMBLY
AIR RELEASE VALVE
ACID VENT
AMERICAN SOCIETY FOR TESTING AND MATERIALS
STIR
STIFF
STM
STL
STD(S)
ST
STB
STA
STP
SYM
SWR
T
SYN
SV
STRUCT
STR
SUPT
SUG
SSK
SP
SOL
SPDT
SPD
SN
SLG
SLC
SMP
SLV
SPL
SR
SQ IN(S)
SS
SRL
SQ FT
SPS
SPR
SQ
SPW
TYP
TWV
UG
UC
TV
TSPL
TSD
TTB
TSTAT
UNO
VFR
VERT
VOL
VG
VCP
V
US
VB
VAR
TS
TEL
TDR
THK
TH
TDH
TBM
T&B
TCV
TC
TKS
TOS
TOM
TR
TOC
TMH
TLV
TNK
TMP
ELECTRIC WATER HEATER, EXHAUST
EACH WAY EACH FACE
EXPANSION, EXPANSION TANK
EXISTING
ELECTRIC WATER COOLER
ELECTRIC UNIT HEATER
ELECTRICALLY HEAT TRACED
EACH WAY
EVAPORATOR
EXPOSED
FLOOR CLEANOUT
FLANGE COUPLING ADAPTER
FIRE DAMPER, FLOOR DRAIN, FOUND
FAN COIL UNIT
FACE OF CURB, FLEXIBLE COUPLING
FOUL AIR DUCT
EXTERIOR
FILTER BACKWASH
FLAT BAR
EMERGENCY SHOWER AND EYE WASH
EXHAUST GRILLE
EFFLUENT
EXPANSION JOINT
EXTERIOR INSULATION AND FINISH SYSTEM
EQUIPMENT DRAIN
EACH
EAST
EVAPORATOR COOLING UNIT
ECCENTRIC REDUCER
INJECTOR/EDUCTOR
EQUIPMENT
EQUAL
EACH SIDE
EXHAUST REGISTER
ECCENTRIC PLUG VALVE
ELECTRICAL MANHOLE
EMBEDMENT
EXPANDED POLYSTYRENE
EDGE OF PAVEMENT
FLAP VALVE
FUEL DISPENSER
FIRE EXTINGUISHER
FOOTING
FAR SIDE
FROTH SPRAY
FOOT, FEET
FASTEN(ED)
FIRE EXTINGUISHER CABINET
GLASS
GRAVITY EXHAUST LOUVER
GAS METER
GLOBE VALVE
GRADE BREAK
GAUGE or GAGE
GAS, GROUND, GUTTER
GRAVITY VENTILATOR
GALLONS
FLEXIBLE PLASTIC PIPE
FINISH
FILTRATE
FINISHED FLOOR
FIRE HYDRANT
FEEDER
FLOOR DRAIN LINE
FLAP GATE
FINAL EFFLUENT
FOUL AIR
FOUNDATION
FORCE MAIN
FEET PER MINUTE
FUEL OIL
FILTER
FILTER EFFLUENT
FILTER DRAIN
FLANGE, OR FLANGED
FLEXIBLE
CEMENT MORTAR LINED AND COATED
CEMENT MORTAR LINED
CONCRETE MASONRY UNIT
CORRUGATED METAL PIPE
CHLORINE GAS (VACUUM)
CHLORINE GAS (PRESSURE)
CHLORINE LIQUID
CHLORINE SOLUTION
CLEAR
CONVEYOR
CONTROL
CHEMICAL SUMP PUMP, CORRUGATED STEEL PIPE
COUNTERSUNK
CENTER, CENTERED
CARBON STEEL, CIRCULATING SLUDGE
CONSTRUCTION
CONCRETE
CHLORINATED POLYVINYL CHLORIDE
CONTINUOUS OR CONTINUATION OR (D) (OUS)
CHLORINE LEAK DETECTOR
CUBIC FEET PER MINUTE
CUBIC FEET
CHEMICAL DRAIN
CUBIC FEET PER SECOND
CEILING EXHAUST FAN
CEILING DIFFUSER, CONDENSATE DRAIN
CENTER OF CURVATURE, CENTER TO CENTER
CONDUIT
CHEMICAL DRAIN LINE
CHEMICAL FEEDER
CHECK VALVE, SWING
CHECK VALVE, FLAP
CHAIN LINK
CENTER LINE
CHECK VALVE, BALL
CAST IRON
CHECKERED PLATE
CHECK VALVE, ANGLE
CAST IRON PIPE
DOWN
DIAPHRAGM SEAL
DOOR OPENING
DITTO
DAMPER
DEIONIZED WATER
DISCHARGE
DOOR LOUVER
DEAD LOAD, DRAIN LINE
DIAPHRAGM VALVE
DUCT HEATER UNIT
DUST COLLECTOR
DEWATERING DRAIN
DISTILLED WATER
DISTILLED WATER, DOOR SWITCH
DRIP TRAP
DOOR, DRAIN
DIGESTED SLUDGE, DOWN SPOUT
DRAIN VALVE
DUCTILE IRON PIPE
DEPTH, DIGITAL OR DISCRETE, DRAIN
CUBIC YARD
DOUBLE
DRIVEWAY
COMBINATION WASTE AND VENT
COPPER PIPE
CUBIC
COLD WATER
CHECK VALVE
DESICCANT DRYER
DIFFUSER
DIAGONAL
DIMENSION
DIGESTER
DIAMETER
DETAIL
DEGREE
DOOR GRILLE
DECANT/FILTRATE
SOUTH, SWITCH, SLOPE
CL
PL
FLOOR, FLOW LINE
T.O.W.
SST
FOB
FOT
FLAT ON BOTTOM
FLAT ON TOP
BWCCP BAR-WRAPPED CONCRETE CYLINDER PIPE
RCCP REINFORCED CONCRETE CYLINDER PIPE
FLUSHING WATER, FINISHED WATER
GENERAL
m g a b e l
11940A10_00G03.dgn
G03
ABBREVIATIONS
ULTRAVIOLETUV
DEL
MJG
ENTRANCE
MAIN PLANT
AREA (TYP)
CONTRACTOR STAGING
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
11940A.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF 40OCTOBER 2021
CITY OF ASHLAND
UV DISINFECTION SYSTEM UPGRADE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
X X
X
X X
X X
X X
X X
X X
X X
X X
X
X
X XXX
X
XXXXXXXXXXXXXXXX
X
X
X X
X
X
X X
X
X X
X
X
X
X
XXXXX
X X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
XX
X
XX X X
X X
X
X X
X
X
X X
GRAVEL
A C
ROAD
GRAVEL ROAD
SS
P lo t
D a te
-S
E P -2
:2
A
M U s e r:
s v c d e l:
L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td
P e n v .p tS c a le :1
PROJECT NO.
L A
S T S
A V
E D B
Y
FILE NAME:
m g a b
MJG
GENERAL
SITE PLAN
11940A10_00G04.dgn
20'0 10' 60'30'
NO. 3
CLARIFIER
SECONDARY
NO. 2
CLARIFIER
SECONDARY
NO. 1
CLARIFIER
SECONDARY
P U
M P
IN
G
IN
F
L U
E N
T
R E
A E
R A
T
IO
N
S T
A T
IO
N
W P
U M
P
D
IS
IN
F E
C T
IO
N
U V
DITCH
OXIDATION
BUILDING
FILTER
MEMBRANE
TANK
STABILIZATION
SLUDGE
BASIN
GRIT
B U
IL
D
IN
G
D E
W A
T E
R
IN
G
S L
U D
G E
BUILDING
OPERATIONS
STATION
PUMP
RAS/WAS
B
C02
A
C01
A S
H L
A N
D C
R E
E K
G04
KEY NOTES:#
CLOSURE.
COORDINATE WITH OWNER 2 WEEKS IN ADVANCE OF ROADWAY
REACTORS INTO THE UV DISINFECTION ROOM. NOTIFY AND
ROADWAY MAY BE BLOCKED FOR UP TO 1 WEEK TO BRING UV 3.
DURING CONSTRUCTION.
CONTRACTOR SHALL NOT BLOCK PLANT ENTRANCE AT ANY TIME 2.
CONSTRUCTION.
USED TO THEIR ORIGINAL CONDITION PRIOR TO START OF
PRIOR TO CONTRACT COMPLETION, RESTORE STAGING AREAS 1.
LEGEND:
CONTRACTOR STAGING AREA 1
DEL
ELEVATION DATUM:
ELEVATION: 1764.339 (NGVD 1929((56))
INTERSECTION OF OAK STREET & NEVADA STREET.
CITY OF ASHLAND BM#31. BRASS DISK IN SE CURB AT
BASIN OF BEARINGS:
DATE OF SURVEY: NOVEMBER 21, 1997
GROUND DISTANCES.
TO OBTAIN GRID BEARINGS. DISTANCES ARE
COORDINATES ON FILE WITH JACKSON COUNTY
SYSTEM SOUTH ZONE BASED ON NGS PUBLISHED
TALENT PER OREGON STATE PLANE COORDINATE
GEODETIC BEARING BETWEEN STATION ASH &
TRUE
PLANT
NORTH
/4
M A
X
3 1/2"
/4
M A
X
6" MIN
/2
6"
/4
M A
X
/4
M A
X
MAX
5'-0"
6'-0" MAX
6"
12" EXTENSION
6" MIN
4 1/4"
MIN
2"
R U
N G
S E
Q U
A L L
Y S
P A
C E
D
O C M
A X
30" MIN
"H
"L
"W"
2"
3"
KICKPLATE
NOTE
MIN 1/4"Ø DRAIN
MIN 1/4"Ø DRAIN
GRATING STOP
GRATING
TOP & SIDES.
MIN 2" CLR
MIN (1) #4.
DRAIN HOLE INVERT
FOAM INSERT TO
KICKPLATE. SEE NOTE 4.
SIDE OF GAP
PLATES ON THIS
DO NOT FASTEN
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
11940A.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF 40OCTOBER 2021
CITY OF ASHLAND
UV DISINFECTION SYSTEM UPGRADE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
78514
EXPIRES: 12/31/21
E Q
E Q
E Q
E Q
EDGE OF
CONCRETE
E Q
E Q
E Q
E Q
4 1/2" MAX
M
IN
SIDE MOUNTED POST
EMBEDDED POST
NS
TYP
06/21/19
AC510
SHEET 1 OF 2
REMOVABLE
CHANNEL MOUNTED POST
FOAM INSERT
PLASTIC PIPE OR
FORM W/ 2 1/2" ID
LANDING)
AT STAIR
CHANNEL (E.G.:
EMBEDDED POST -
CLEAR TOP & SIDES.
MIN (1) #4. MIN 2"
SEE NOTE 4.
KICKPLATE.
SEE NOTE 4.
KICKPLATE.
CLEAR TOP & SIDES.
MIN (1) #4. MIN 2"
/2
TOP & SIDES.
MIN 2" CLEAR
MIN (1) #4.
HOLE INVERT.
FILL POST TO DRAIN
NON-SHRINK GROUT.
(4) 1/2"Ø SST BOLTS
BRACKET W/ MIN
W/ 9/16"Ø HOLE
SPACER PL 1" x 2" x 2"
HOLE
1/8"Ø DRAIN
MIN 4" EMBED.
THREADED ROD SET W/ EPOXY.
BRACKET W/ MIN (4) 1/2"Ø SST
GUARDRAIL - MOUNTING
F
INSERT
F
PLAN
TOP MOUNTED POST
A
B
E
DC
BASE PL
1/8
1/8
HOLE
1/8"Ø DRAIN
FOR EA POST SLEEVE
TREAD PLATE COVER
PLATE (PROVIDE 1/4"
LEDGE FOR COVER
40 PIPE
2 1/2"Ø SCH
40 PIPE
2"Ø SCH
PL 3/16" x 3"Ø
TYP
AC510
STAIR GUARDRAIL/HANDRAIL ELEVATION
SHEET 2 OF 3
AC502
06/21/19
TYP
NS
GUARDRAIL
HANDRAIL
KICKPLATE
1'-8"
6" (TYP)
4"
EXTENSION MIN
12" HANDRAIL
EXTENSION MIN
12" HANDRAIL
GUARDRAIL - TWO RAIL
1 1/2"Ø PIPE
5. AT CURB, USE EMBEDDED OR TOP MOUNTED POST AS INDICATED ON THE DRAWINGS.
HANDRAIL IS CONTINUOUS AT SWITCHBACK STAIR.
HANDRAIL EXTENSIONS ARE REQUIRED AT BOTH SIDES OF STAIR, EXCEPT WHERE INSIDE 4.
AC510/TYP FOR SPECIFIC MOUNTING REQUIREMENTS.
3. VARIOUS POST MOUNTING DETAILS ARE ILLUSTRATED. SEE DRAWINGS AND DETAIL
SEE SPECIFICATIONS AND DETAIL AC500/TYP FOR ADDITIONAL REQUIREMENTS.2.
WITH THE BUILDING CODE.
OPERATOR ONLY ACCESSIBILITY IS REQUIRED. DETAILS AND INSTALLATION SHALL COMPLY
1. THIS DETAIL IS APPLICABLE AT PRIVATE STAIRS IN F, H, AND S OCCUPANCIES WHERE
NOTES:
TYP
AC510
TYP
AC510
TYP
AC510
TOP OF STAIR ENDCORNER
GUARDRAIL ELEVATION
SHEET 1 OF 3
AC502
HANDRAIL
GUARDRAIL
GUARDRAIL
HANDRAIL
4"R (TYP)
4"R (TYP)
METAL BEAM
SURFACE
WALKING
KICKPLATE
@ RAILS AND
SLIP JOINT
KICKPLATE
PER DWGS
HEIGHT
CURB
MOUNTED
BEAM
MOUNTED
SIDE
MOUNTED
CURB
MOUNTED
EMBED
6" (TYP)
12" (MIN)
MIN
12"
MAX
MOUNTED
TOP
BOT OF STAIR
FOR CLARITY
NOT SHOWN
KICKPLATE
FOR CLARITY
NOT SHOWN
KICKPLATE
1'-2"
EA WAY
1'-2" 4"
GUARDRAIL - TWO RAIL
1 1/2"Ø PIPE
ELEVATION PLAN
ELEVATION PLAN
HANDRAIL DETAILS
POST BRACKET
WALL BRACKET
SHEET 3 OF 3
AC502
HANDRAIL
GUARDRAIL MOUNTED
SUPPORT POST
GUARDRAIL
HANDRAIL
GUARDRAIL POST
1 1/2" CLEAR
1 1/2" CLEAR
4 1/2" MAX
TERMINATION AT POST
TERMINATION AT WALL
FASTENING
CONCEALED
MFR DETAIL FOR
OC MAX
BRACKET @ 5'-0"
MFR WALL
FASTENING
CONCEALED
MFR DETAIL FOR
12" EXTENSION
BRACKET (TYP)
MFR POST
WALL MOUNTED HANDRAIL
GUARDRAIL - TWO RAIL
(TYP)
MIN 4" EMBED
CONC ANCHOR.
1/2"Ø SST
KICKPLATE JOINT - ELEVATION
FLANGE WIDTH = 1".
MIN 1/8" THICK. MIN
KICKPLATE CHANNEL
EA SIDE
PL1/8"x3 1/2"x4"
WASHERS & NUTS
(2) 1/4"Ø SST BOLTS,
GAP
POST
FIXED END SLIP END
1" MIN
J K
G
H
RAIL SLIP JOINT - PLAN
FIT
FOR FREE
REAM PIPESLEEVE ASSEMBLY
MFRS SPLICE
GAP
FOR CLARITY)
(KICKPLATE NOT SHOWN
AC300
06/10/21J
A
SECTION
WELDING (TYP)
GRIND SMOOTH AFTER
RADIUS OF GUARDRAIL POST,
BEND BAR SIDE RAILS TO
LANDING LEVEL
TOP RUNG AT
1/2" RADIUS
SIDE RAILS
1/2 x 4
AL RECT
1/8" RADIUS
SMOOTH TO
CORNERS
ROUND ALL
1/4
TYP
1/4
1/4
8"
4"
TYP
A N
C H
O R S
T R
A P
S
S P
A C
E
O C M
A X
1'-6"
OTHERWISE INDICATED)
GATE (TYP UNLESS
ELEVATION
RAILS AND PLUG WELD. (TYP)
EXTEND HALF WAY THROUGH
TREAD ON TOP SURFACE.
AL 1" SQ SOLID RUNGS W/
DRAWINGS
INDICATED IN THE
GUARDRAIL, TYPE AS
GROUT
MINIMUM 1" NON-SHRINK
MASONRY CONSTRUCTION. (TYP)
ANCHOR INTO GROUTED CELL AT
WALL W/ 5/8"Ø SST CONC ANCHORS.
WELD TO LADDER AND FASTEN TO
AL RECT 3/8 x 3 ANCHOR STRAP.
5/8"Ø SST CONC ANCHORS
FASTEN TO FLOOR W/
WHERE GUARDRAIL IS SST, BOLT PIPE TO RAIL W/ 2 - 1/2"Ø SST BOLTS.4.
SLEEVES AND WASHERS AT DISSIMILAR METALS, AS SPECIFIED.
COAT ALL AL SURFACES IN CONTACT W/ CONC AND MASONRY, AND INSTALL ISOLATION 3.
(2'-3" AT SMOOTH WALL). 1'-3" EACH SIDE OF CENTER LINE, ON EACH SIDE OF LADDER.
MINIMUM CLEARANCE TO ANY OBSTRUCTION ADJACENT TO LADDER: 2'-6" ON CLIMBING SIDE 2.
INSTALL FALL PREVENTION SYSTEM PER SPEC WHERE HEIGHT OF LADDER EXCEEDS 24'-0".1.
NOTES:
LADDER - ALUMINUM
PLATFORM
AL
TYP
3/16
FLANGE (TYP)
MITER WEB AND TOP
EXCEEDS 3'-0" (TYP AT ENDS AND SIDES)
1" NON-SHRINK GROUT (TYP)
AL PL 3/8" x 4" x 4" WITH
AL L 3 x 3 x 0.250 CORNER LEGS
AL CS6 x 2.83 ALL AROUND
GRATING x CONT ALL AROUND
AL RECT 1/4 x HEIGHT OF
AL GRATING
TYP
AL GRATING
AT ANGLE LEG (TYP)
COPE BOTTOM FLANGES
AL PL 3/8" x 4" x 7" WITH
6'-0". SPACE LEGS EQUALLY.
6'-0" MAX WHEN "L" EXCEEDS
ADD AL CS6 x 2.83 LEGS @
GUARDRAIL
"H" EXCEEDS 3'-6"
INSTALL KICK PLATE WHERE
3/16
3/16
3/16
3/16
WELD FLANGES
AND WEB; TYP
N 06/21/19
AC132
TYP
3/16
TYP
~3
(T
Y P
AL L 2x2x1/4 REQD WHEN "H"
PLATFORM DIMENSIONS "L", "W" AND "H" ARE INDICATED ON THE DRAWINGS.1.
NOTE:
1" M
IN
3/16
TYP
STAIRS - ALUMINUM - PLATFORM
C C
AC500
TYP
NEOPRENE GASKET BETWEEN ALUMINUM AND STEEL.
COAT SURFACES OF ALUMINUM IN CONTACT WITH CONCRETE AS SPECIFIED. PROVIDE 17.
LOCK.
MAINTAIN 1/4" MAX CLEAR SPACING. HAND TIGHTEN AND CENTER PUNCH BOLT THREADS TO
GUARDRAIL, PROVIDE STANDARD SPACER BLOCK BETWEEN POST AND KICKPLATE TO
KICKPLATE TO POST WITH BOTTOM 1/4" CLEAR ABOVE FLOOR. FOR SIDE MOUNTED
PLATE AND SHALL BE ATTACHED WITH SST BOLTS IN 5/16" x 3/4" SLOTTED HOLES. BOLT
WHERE GUARDRAIL IS MOUNTED ON A 4" MIN CURB. KICKPLATE MAY BE EXTRUDED OR BENT
PROVIDE KICKPLATE AT ALL LOCATIONS EXCEPT AT SLOPING GUARDRAIL ON STAIRS AND 16.
GROUND SMOOTH.
JOINTS FOR STAINLESS STEEL GUARDRAIL AND HANDRAIL SHALL BE COPED, WELDED, AND 15.
MATERIAL AS THE GUARDRAIL.
MATERIAL FOR KICKPLATE CHANNEL SLIDING JOINT PLATES, SHALL BE OF THE SAME 14.
FOR THE FULL RANGE OF MOVEMENT.
CONCRETE EXPANSION JOINT. MAKE INSERT SLEEVES IN RAILS LONG ENOUGH TO ALLOW
JOINTS, PROVIDE MINIMUM 1" GAP IN SLIDING JOINTS BUT NOT LESS THAN WIDTH OF
INTERPOLATE GAP FOR OTHER INSTALLATION TEMPERATURES. AT CONCRETE EXPANSION
BASED ON TEMPERATURE OF GUARDRAIL. PROVIDE 1/4" GAP AT 100°F AND 5/8" GAP AT 0°F.
LOCATE SLIDING JOINTS NEAR FACE OF POST. GAP AT TIME OF INSTALLATION SHALL BE
PROVIDE SLIDING JOINTS AT 24' MAX SPACING FOR EXPANSION OF RAIL AND KICKPLATE. 13.
BE ALUMINUM OR STAINLESS STEEL.
REINFORCED CONNECTION FROM POST TO PLATE. PLATE AND REINFORCED INSERTS SHALL
FOR GUARDRAIL POSTS MOUNTED TO BEAM OR STAIR CHANNEL, PROVIDE MANUFACTURERS 12.
PLACE GUARDRAIL POSTS OPPOSITE EACH OTHER WHERE RAILINGS ARE PARALLEL.11.
EDGE OF CONCRETE STAIR NOSINGS UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
PLACE CENTER OF EMBEDDED POSTS 6" FROM EDGE OF CONCRETE AND 6" FROM FRONT 10.
GUARDRAIL SHALL BE FIXED UNLESS OTHERWISE INDICATED ON THE DRAWINGS.9.
ABOVE LANDINGS OR TREAD NOSINGS. PROVIDE MATCHING HANDRAIL ON OPPOSITE SIDE.
FOR WALL MOUNTED HANDRAILS, PROVIDE SINGLE RAIL WITH TOP OF RAIL AT 2'-10" HEIGHT 8.
MAKE INSIDE HANDRAIL ON SWITCHBACK STAIRS CONTINUOUS.7.
PERPENDICULAR TO AND IMPEDES EXIT FLOW.
HANDRAIL EXTENSION ON STAIR MOUNTED GUARDRAIL MAY BE OMITTED WHERE IT IS
PROVIDE HANDRAIL EXTENSIONS AT BOTH SIDES OF STAIRS AT TOP AND BOTTOM. 6.
STAIR.
PROVIDE CONTINUOUS HANDRAIL GRIPPING SURFACES FOR THE FULL LENGTH OF THE 5.
PROVIDE HANDRAIL AT BOTH SIDES OF EVERY STAIR HAVING 2 OR MORE RISERS.4.
SEE DRAWINGS AND SPECIFICATIONS FOR GUARDRAIL MATERIAL TYPE(S).3.
GUARDRAIL AT ROOF LOCATIONS.
FORMING A PROTECTIVE BARRIER. PARAPET WALL 42" OR MORE IN HEIGHT MAY BE THE
THAN 30" ABOVE GRADE OR ADJACENT CONSTRUCTION, PROVIDE 42" HIGH GUARDRAIL
2. WHERE EQUIPMENT IS LOCATED LESS THAN 10' FROM EDGE OF ROOF AND ELEVATED MORE
ELEVATED MORE THAN 30" ABOVE GRADE OR ADJACENT CONSTRUCTION.
PROVIDE GUARDRAILS AT STAIRS AND AT OPEN SIDED WALKING SURFACES THAT ARE 1.
NOTES:
GUARDRAIL - HANDRAIL - NOTES
06/21/19NS
PLATE
KICK-
CL GUARDRAIL POSTCL GUARDRAIL POST
MIN
L GUARDRAIL POSTC
C
POST
L REMOVABLE GUARDRAIL
CL GUARDRAIL POST
MIN MIN
ANCHORS. MIN 4" EMBED.
MIN (4) SST CONC
MFR'S BRACKET W/
(KICKPLATE NOT SHOWN FOR CLARITY)
L GUARDRAIL POST L GUARDRAIL POST
NS
TYP
06/21/19
AC510
SHEET 2 OF 2
AND CONTRACTION.
BOLT. PROVIDE WASHER AND DOUBLE NUTS. INSIDE NUT FINGER-TIGHT TO PERMIT EXPANSION
4. KICKPLATE CONNECTION AT POST: MIN 3/4" HORIZONTAL SLOTTED HOLE IN CHANNEL W/ MIN 1/4"Ø
3. COAT ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR DISSIMILAR METALS AS SPECIFIED.
2. SEE DRAWINGS FOR MATERIAL TYPES.
FOR ADDITIONAL REQUIREMENTS, SEE DETAIL AC500/TYP.1.
NOTES:
GUARDRAIL - MOUNTING
A
STRINGER MOUNTED POST
BEAM MOUNTED POST
INSERT
INSERT
TOP OF
STRINGER
TOP OF STAIR
BEAM
BOLTS.
W/ MIN (2) 5/8"Ø SST
MFR'S BRACKET
BOLTS.
W/ MIN (2) 5/8"Ø SST
MFR'S BRACKET
TYP
AC500
TYP
AC500
P lo t
D a te
-S
E P -2
:5
A
M U s e r:
s v c d e l:
L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td
P e n v .p tS c a le :1
PROJECT NO.
L A
S T S
A V
E D B
Y
FILE NAME:
TA01
m g a b
TYPICAL DETAILS
11940A10_00TA01.dgn
CE
CE
ARCHITECTURAL 1
JAD
6" 2"
/4
/4
/4
/4
TYP AT JAMBS
WALL TO VENEER,
EXTEND CMU
TURN AND
WIDTH
FRAME
F R
A M
E H
E
IG
H T
4"
2"
6" TYP
M A
X
2 1/2"
3 1/2" (TYP)
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
11940A.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF 40OCTOBER 2021
CITY OF ASHLAND
UV DISINFECTION SYSTEM UPGRADE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
FILL WITH GROUT
DOOR FRAME
DOOR
AND SEALANT
BACKER ROD
GYPSUM BOARD GYPSUM BOARD
A
METAL FRAMING B
WOOD FRAMING
C
D
MASONRY CONCRETE
AJ105
3/4"
1/2" MIN
CAULK BOTH SIDES
FILL WITH GROUT
CAULK BOTH SIDES
FILL WITH GROUT
HEADER. 2 - 2x MIN.
DOOR FRAME DOOR FRAME
DOOR FRAME
DOOR FRAME
WALL
THICKER
LINE OF
DOOR DOOR
TO JAMB.
DOWN AND FASTEN
CLIP LEGS, BEND
METAL TRACK.
SHEET 1 OF 2
DOOR - HEAD - DETAILS
A
B
C
MASONRY
METAL FRAMING WOOD FRAMING
AJ107
06/21/19
TYP
GYPSUM BOARD GYPSUM BOARD
JAMB ANCHOR
PER JAMB
TWO STUDS
CAULK BOTH SIDES
SHEET 1 OF 2
5/8"
1 15/16"
5/8"
1 15/16"
3/4"
5/8"
1 15/16"
FILL WITH GROUT
DOOR FRAME
DOOR FRAME
(TYP)
DOOR
DOOR FRAME
D
CONCRETE
PIPE SPACER
CAULK BOTH SIDES
FILL WITH GROUT
LINE OF THICKER WALL
1 15/16"
5/8"
DOOR FRAME
DOOR
ANCHOR
COUNTERSUNK (N
O T
E
LINE OF THICKER WALL
DOOR - JAMB - DETAILS
E
FURRED MASONRY
AJ107
SHEET 2 OF 2
5/8"
1 15/16"
DOOR
SIDES
CAULK BOTH
AT BLDG INTERIOR
WALL INSUL SYSTEM
H
RIGID INSUL
JAMB ANCHOR
STUCCO
G
METAL BUILDING
SIDES
CAULK BOTH
5/8"
1 15/16"PANEL
METAL WALL
WALL FRAMING
METAL BLDG
2"
STUD OR CONCRETE CONSTRUCTION. FILL FRAMES IN MASONRY WITH GROUT.
PROVIDE MINIMUM 3 ANCHORS PER JAMB AT MASONRY AND 4 ANCHORS PER JAMB AT 3.
OTHERWISE SHOWN OR SCHEDULED.
PROVIDE 2" FRAME WIDTH, 5 3/4" FRAME DEPTH AND 1/2" BACKBEND TYPICAL UNLESS 2.
HARDWARE SCHEDULE.
1. DOOR AND FRAME SIZE AND MATERIAL SHALL BE IN ACCORDANCE WITH DOOR AND
NOTES:
5/8"
DOOR
SIDES
CAULK BOTH
CMU
STUCCO ON
2"
DWGS
GYP BD PER
WALL PANELS
TRIM TO MATCH
/4
MASONRY VENEER
DWGS (TYP)
STRUCT
REINF PER
MASONRY VENEER
DOOR - JAMB - DETAILS
A
B
C
D
E
AJ109
CARPET BAR
RESILIENT
CARPET
STRIP AS REQ'D
RESILIENT REDUCER
CONCRETECERAMIC TILE
PAD AT EXTERIOR.
CONC SIDEWALK OR ENTRANCE
CONT CONC SLAB AT INTERIOR.
WITH ROOM FINISH SCHEDULE
FINISH FLOOR MATERIAL IN ACCORDANCE
FINISH SCHEDULE
WITH ROOM
IN ACCORDANCE
OR SHEET VINYL
RESILIENT TILE
ROOM FINISH SCHEDULE
IN ACCORDANCE WITH
FINISH FLOOR MATERIAL
SCHEDULE
FINISH
WITH ROOM
ACCORDANCE
MATERIAL IN
FINISH FLOOR
CONTINUOUS
DOOR CLEARANCE AT BOTTOM OF DOOR SHALL BE 1/4" MIN AND 3/8" MAX.1.
NOTE:
SET THRESHOLD IN SEALANT.
HARDWARE SCHEDULE.
ACCORDANCE WITH DOOR AND
THRESHOLD AND DOOR BOTTOM IN
DOOR - SILL - DETAILS
E
AJ105
WALL INSULATION
3/4" ~
FILL WITH GROUT
DOOR FRAME
DOOR
SIDES
CAULK BOTH
SHEET 2 OF2
BLDG INTERIOR
SYSTEM AT
WALL INSUL
EXTERIOR
AT BLDG
STUCCO FIN
STUCCO
METAL WALL PANEL
DOOR FRAME
G
METAL BUILDING
DWGS
INDICATED ON
GYP BD WHERE
STEEL LINTEL
RIGID INSUL
UP WALL
FLASHING, 16"
WEEP, 24" OC
MORTAR NET
WALL FRAMING
MASONRY VENEER
VENEER
MASONRY
DOOR - HEAD - DETAILS
4. SEE STRUCT DRAWINGS FOR LINTEL DETAILS.
3. SEE SPEC FOR WALL INSULATION SYSTEM DETAILS.
FRAME DIMENSIONS SHALL MATCH THOSE OF JAMB DETAILS ON AJ107/TYP.2.
HARDWARE SCHEDULE.
1. DOOR AND FRAME SIZE AND MATERIAL SHALL BE IN ACCORDANCE WITH DOOR AND
NOTE:
AJ100
REMOVABLE TRANSOM BAR
GLASS SIDELIGHT
R S T
LOCATIONS REQUIRED. (TYP)
HARDWARE SCHEDULE FOR
FRAME TYPE. SEE DOOR AND
BE TINTED INSULATING GLASS.
GLASS AT INTERIOR SIDELIGHTS SHALL BE CLEAR. GLASS AT EXTERIOR SIDELIGHTS SHALL 4.
GLASS AT SIDELIGHTS SHALL BE TEMPERED.3.
LOCATION.
SIDELIGHT MAY BE ON EITHER SIDE OF DOOR. SEE DRAWINGS FOR REQUIRED SIDELIGHT 2.
SEE DOOR AND HARDWARE SCHEDULE FOR FRAME SIZE, MATERIAL, AND DETAILS.1.
NOTES:
(TYP)
DOOR - FRAME - STICK AJ103
PANEL ONLY
TRANSOM
REMOVABLE
COILING METAL DOOR
F G N V D
A
C T
(TYP)
6"
6" MIN
6"
6"
10" SQ
10"
10"
2"
GLASS
GLASS
GLASS
GLASS
SHELF
DOOR WITH
DUTCH
LOCATIONS REQUIRED. (TYP)
HARDWARE SCHEDULE FOR
DOOR TYPE. SEE DOOR AND
ALUM FRAME
NOTE 5
SEE
LOUVER.
SCHEDULE.
AND HARDWARE
NOTED ON DOOR
TRANSOM AS
DOOR TYPE BELOW
NOTES:
1. DOOR SIZE AND TYPE SHALL BE IN ACCORDANCE WITH DOOR AND HARDWARE SCHEDULE.
2. GLASS AT DOORS SHALL BE TEMPERED UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
3. GLASS AT INTERIOR DOORS SHALL BE CLEAR. GLASS AT EXTERIOR DOORS SHALL BE TINTED.
4. PROVIDE WIRE GLASS AT LABELED DOORS.
5. LOUVER MAY BE REQD AT ANY DOOR TYPE. IF A LOUVER IS REQUIRED, SIZES AND LOCATIONS
WILL BE NOTED ON DOOR AND HARDWARE SCHEDULE.
6. PROVIDE LABELED DOORS IN ACCORDANCE WITH DOOR AND HARDWARE SCHEDULE.
DOOR - ELEVATIONS - TYPES
GUARDRAIL GATE
1/4" PL GATE STOP.
ELEVATION
LATCH
NYLON
GASKET
SLEEVE FULL HEIGHT
SELF CLOSING HINGE
PIN (TYP)
HINGE RINGS
W/SST RIVETS
PLAN
SST GATE
4" R (TYP)
06/21/19S
AC512
PROVIDED
TO SUIT HINGE
4'-0" MAX.
OR TO SUIT EQUIP FURNISHED.
AS INDICATED ON THE DRAWING
GATE SHALL OPEN TOWARD THE WALKWAY.2.
GATE MATERIAL AND FINISH SHALL MATCH GUARDRAIL.1.
NOTES:
REINFORCE WITH INTERNAL
WELD TO GUARDRAIL POST.
GUARDRAIL - GATE - TWO RAIL
P lo t
D a te
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A
M U s e r:
s v c d e l:
L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td
P e n v .p tS c a le :1
PROJECT NO.
L A
S T S
A V
E D B
Y
FILE NAME:
TA02
m g a b
11940A10_00TA02.dgn
CE
ARCHITECTURAL 2
MIN
8"
MIN
6"
MIN
8 1/2"
M
IN6
W
ID
T H
S
ID
E W
A L
K
W
ID
T H
S
ID
E W
A L
K
"B
SEE DRAWINGS (4'-0" MIN)
PAD LENGTH
S E
E D
R A
W
IN
G S
M
IN
P A
D W
ID
T
H
M
IN
M
IN
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
11940A.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF 40OCTOBER 2021
CITY OF ASHLAND
UV DISINFECTION SYSTEM UPGRADE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
SEE DWGS
FIN FL
(TYP)
1/4" RADIUS
JOINT SEALANT
SIDEWALK/PAVEMENT
1/4" MIN
"W" /2
GAP
MAX 3/8"
MIN 1/4"
BACKER ROD
JOINT MATERIAL
RUBBER EXPANSION
SYNTHETIC SPONGE
CR100
PLANE CONTROL JOINTS.
(SEE NOTE 4)
(SEE NOTE 5)
MIN 6" ABC
3/4" RADIUS (TYP
BOTH SIDES)
2 - #4
SECTION
1/2" DEEP WEAKENED
DEPRESSED CURB
6"
3"
PAVEMENT SECTION
DRAWINGS
INDICATED ON THE
6" UNLESS OTHERWISE
AC PAVING
SEE DRAWINGS FOR
M
IN
WHERE INDICATED ON THE DRAWINGS.
DEPRESS CURB AT DRIVEWAYS, ROADWAYS, SIDEWALKS FOR HANDICAPPED ACCESS, AND 5.
FACES, PROVIDE 1/2" RADIUSED EDGE EACH SIDE AT JOINTS.
PROVIDE WEAKENED PLANE JOINTS AT 10 FEET OC MAXIMUM. AT FRONT, TOP AND BACK 4.
DO NOT PASS REINFORCING BARS THROUGH EXPANSION JOINTS.3.
EXPANSI0N JOINT MATERIAL.
WIDE WITH 1/4" RADIUS CONCRETE EDGES AT BOTH SIDES OF JOINT. USE BITUMINOUS FIBER
STRUCTURES, AND AT MAXIMUM SPACING OF 30 FEET. EXPANSION JOINTS SHALL BE 3/4"
CURVATURE, AT BOTH SIDES OF DRIVEWAYS AND WALKWAYS, AT CURB RETURNS, AT
PROVIDE 3/4" EXPANSION JOINTS AT ENDS OF CONCRETE PLACEMENT, AT POINTS OF 2.
FINISH CURB ON TOP, 8" DOWN FRONT FACE, AND 2" DOWN BACK.1.
NOTES:
UNDER CURB
12/29/2020
YARD CURB
CR302 SIDEWALK
C
B
A
N
1/4" RADIUS ALL
SLOPE
EDGES (TYP)
PLAN
SECTION AT CURBSTYPICAL SECTION
1" (TYP)4" UNO
1/4"/FT UNO
B
SIDEWALK
MATCH JOINTS IN
JOINTS IN CURB:
SEE NOTE 1.
JOINTS.
EXPANSION
SEE NOTE 1.
JOINTS.
EXPANSION
FINISHED GRADE
SLOPE:
SEE DWGS
NOTE 3.
JOINTS. SEE
CONTROL
TOOLED
SEE NOTE 2.
JOINT.
EXPANSION
TOP OF CONCRETE ELEVATIONS: AS INDICATED ON THE DRAWINGS.4.
CONCRETE EDGES EACH SIDE AT JOINTS.
SIDEWALK WIDTH, BUT NOT GREATER THAN 10 FEET OC MAXIMUM. PROVIDE 1/4" RADIUS
PROVIDE WEAKENED PLANE JOINTS AT UNIFORM SPACING EQUAL TO 1.0 TO 1.25 TIMES 3.
RADIUS CONCRETE EDGE AT SIDEWALK.
PROVIDE EXPANSION JOINT AT CURB. JOINT SHALL BE 3/8" WIDE BITUMINOUS FIBER WITH 1/4" 2.
WITH 1/4" RADIUS CONCRETE EDGES AT EACH SIDE.
MAXIMUM SPACING OF 30 FEET. EXPANSION JOINTS SHALL BE 3/4" WIDE BITUMINOUS FIBER
AT BOTH SIDES OF DRIVEWAYS, AT INTERSECTIONS, AT CORNERS OF STRUCTURES, AND AT
PROVIDE EXPANSION JOINTS AT ENDS OF CONCRETE PLACEMENT, AT POINTS OF CURVATURE, 1.
NOTES:
(4
U N
O
(4
U N
O
12/24/2020
SEE DWGS
FINISHED GRADE.
PAVEMENT OR
(7" MAX)
ON DWGS
SHOWN
OTHERWISE
4" UNLESS
CLASS "C" CONCRETE
PER ANSI Z535.1.
1/2"
N
GUARD POSTCF160
B
B CONCRETE PAVEMENT
ROUNDED CONCRETE CAP
A
FINISHED GRADE
AC PAVEMENT OR
MATERIAL ALL
CONCRETE PAVEMENT
3/8" BITUMINOUS
FIBER EXP JOINT
AROUND (UNLESS
OTHERWISE INDICATED
ON THE DRAWINGS)
SEE DRAWINGS.
FINISHED GRADE
OR AC PAVEMENT.
AT CONC
PAVEMENT
SIZE "A" "B"
4" 1'-3" 3'-0"
6" 1'-6" 4'-0"
8" 1'-9" 5'-0"
4", 6", OR 8" Ø GALV
SCH 40 STEEL POST.
PAINT SAFETY YELLOW
FILL WITH CONCRETE.
12/24/2020
CLEANOUT THRUST BLOCK
THRUST
BLOCK
TYPE I
BLIND FLANGE (TYP)
FLANGE JOINTS (TYP)
TYPE 2
THRUST
BLOCK
FINISH FLOOR
TYPE 3 TYPE 4
TYPE 5
CLEANOUT
CLEANOUT
THRUST BLOCK
CLEANOUT
MECHANICAL OR
PUSH-ON JOINTS
(TYP)
LONG RADIUS ELBOW
SCHEMATIC PLAN
SCHEMATIC PLAN SCHEMATIC PLAN
SCHEMATIC PLAN
VARIES
TERMINATION IN PAVEMENT
ABC PER PAVING SECTION
FLG OD + 4" WITH 12" MINIMUM
TAPPED FLG LABELED
WITH WELDED ON PIPE
SIZE AND PROCESS
2 - #4 HOOP BARS
1/2"
CI FRAME AND COVER,
MARKED "SEWER"
8"
1'-0"
FOR CLEANOUTS IN YARD AREA, PLACE 12" SQUARE BY 4" THICK CONCRETE PAD.5.
CLEANOUT PIPE SHALL BE SAME SIZE AS LINE PIPE.4.
BOLTS.
ALL FLANGES SHALL BE TAPPED TO ALLOW THE INSTALLATION OF BLIND FLANGES WITH 3.
CONCRETE RING SHALL BE PLACED AFTER PAVEMENT PLACEMENT.2.
ALL THRUST BLOCKS SHALL BE PLACED PER TYPICAL DETAIL CP131.1.
NOTES:
CENTERED
6 x 6 - W1.4 x W1.4
WELDED WIRE FABRIC
SEE NOTE 2
EXPANSION JOINT
DRAWINGS
INDICATED ON THE
AND GUTTER AS
CURB OR CURB
ON THE DRAWINGS
GUTTER AS INDICATED
CURB OR CURB AND
COMPACTED ABC
MIN 6" COMPACTED ABC
MIN 6"
IRON BODY FERRULE WITH
BRASS CTSK HEAD SCREW
PLUG. MOUNT FLUSH WITH
FLOOR.
1/4" RADIUS
CR314
SECTION
TYP
EACH SIDE
#4@12" EW
#4 x
FIN FL UNO
FLUSH W/
T.O. PAD
SIDEWALK - ENTRANCE PAD
OF DOOR
SLOPE
1/4"/FT UNO
(TYP 3 SIDES)
THICKENED EDGE
B
A
PLAN
B
(TYP ALL EDGES)
6" 8"
MIN (TYP)
EXT DOOR
THRESHOLD
SEE NOTE 1.
EXPANSION JOINT.
EMBED.
S194/TYP MIN 4"
SET PER DETAIL
SMOOTH DOWELS.
304 SST OILED
1/2" DIA x 1'-8TYPE
ABC (TYP)
COMPACTED
MIN 6"
EXPANSION JOINT AT FACE OF STRUCTURE: 3/8" WIDE AND AS INDICATED IN DETAIL 1.1.
NOTES:
1 DETAIL
12/24/2020
TYP
CP411
S SHEET 1 OF 2
CLEANOUTS
12/29/2020
TYP
CP411
S SHEET 2 OF 2
CLEANOUTS
12/29/2020
6" 0"
2" CLR
3" CLR
MIN
MIN
2" CLR
P lo t
D a te
-S
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A
M U s e r:
s v c d e l:
L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td
P e n v .p tS c a le :1
PROJECT NO.
L A
S T S
A V
E D B
Y
FILE NAME:
TC01
m g a b
11940A10_00TC01.dgn
CE
CIVIL
DWW
CHANNEL CAP
CONDUIT
CHANNEL
PREFORMED
ANCHORS
CONCRETE
GROUT
1" NON-SHRINK
CONDUIT CLAMP
PREFORMED CHANNEL
WALLS AND LINTELS.
DRAWINGS FOR REINFORCEMENT IN
CMU WALL. REFER TO STRUCTURAL
(TYP)
WEIGHTS UNDER 200 LBS. U.O.N.
5/8" Ø WITH 3" OF EMBEDMENT FOR
Z FITTING W/ CMU ANCHOR FOR CMU,
AS REQUIRED (TYP)
ANCHORS, NUTS, AND LOCKWASHER
FITTINGS AT 2'-8" O.C. MAX
PROVIDE INTERMEDIATE Z
WHERE LENGTH EXCEEDS 2'-8"
DRAWINGS (NOTE 3)
REFER TO STRUCTURAL
REINFORCEMENT (TYP)
CONCRETE WALL
PREFORMED CHANNEL
REQUIRED (TYP) (NOTE 2)
ANCHORS, NUTS, AND LOCKWASHER AS
(NOTE 2)
MAX
INTERMEDIATE Z FITTINGS AT 3'-0" O.C.
WHERE LENGTH EXCEEDS 3'-0" PROVIDE
U.O.N. (TYP)
C L
R
IN
CONDUIIT TO WETWELL
DATE
CHECKED
DRAWN
DESIGNED
11940A.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF 40OCTOBER 2021
CITY OF ASHLAND
UV DISINFECTION SYSTEM UPGRADE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
93871
10' MAX
GENERAL NOTES:
CONCRETE ANCHORS SHALL BE PER THE SPECIFICATIONS.
SUPPORTS TO BE SPACED IN ACCORDANCE WITH NEC REQUIREMENTS. 2.
THIS DETAIL TYPICAL FOR BOTH VERTICAL AND HORIZONTAL MOUNTING.1.
TYP
S
EA070
TO CONCRETE WALL
PREFORMED CHANNEL ATTACHMENT
A S R
E Q
U
IR
E
EM104
FOR ELECTRICAL CONDUITS
SIZE PREFORMED CHANNEL FOR CONDUITS INDICATED ON THE DRAWINGS.
KEY NOTES:
CONDUIT FLOOR SUPPORT
EM173
CORE HOLE PENETRATION
CONDUIT
GROUT
NON-SHRINK
FILL WITH
PROVIDE 8" MINIMUM CENTER-TO-CENTER SPACING FOR CONDUITS.3.
AGENT IMMEDIATELY PRIOR TO GROUTING.
ROUGHEN SURFACE OF OPENING TO A 1/4" AMPLITUDE AND APPLY EPOXY CEMENT BONDING 2.
MAINTAIN MIN 2" CLEAR BETWEEN CORE DRILLED OPENING AND REINFORCEMENT.
PROVIDE NON-DESTRUCTIVE TESTING TO DETERMINE LOCATIONS OF REINFORCEMENT. 1.
NOTES:
CMU WALL
FULLY GROUTED CMU WALL
DIAMETER AS SPECIFIED)
GROUND ROD (LENGTH AND
GRADE
FINISHED
GROUND RODEG002
COMPRESSION CONNECTION
CABLE PER CONNECTOR MANUFACTURERS GUIDELINES.
GROUND ROD TO GROUND GRID CROSS CONNECTOR. SIZE FOR ROD AND
OR IN SPECIFICATIONS.
SIZE AS INDICATED ON DRAWINGS
GROUND GRID CONDUCTOR.
3'-0" (MIN) SOIL
GRADE
FINISHED
COPPER GROUNDING CABLE CONNECTIONEG101
COMPRESSION CONNECTION
OR IN SPECIFICATIONS.
SIZE AS INDICATED ON DRAWINGS
GROUND GRID CONDUCTOR.
3'-0" (MIN)
SOIL
MANUFACTURERS GUIDELINES.
GROUND GRID CROSS CONNECTOR. SIZE FOR CABLE PER CONNECTOR
KEY NOTES:
KEY NOTES:
J
EM904
3/18/2021
FLOAT SWITCH DETAIL
FILL THE CONDUIT WITH DUX SEAL OR EQUAL.3.
SWITCHES. REFER TO THE PLAN DRAWINGS.
PROVIDE TERMINAL BLOCKS AS REQUIRED FOR THE NUMBER OF FLOAT 2.
PROVIDE CONDUIT SEALS WHERE REQUIRED ON THE BUILDING WIRE CONDUIT.1.
NOTES:
PROVIIDE BACK PANEL AND DIN RAIL MOUNTING THE TERMINAL BLOCKS.
REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.
EA080
TYP TO FULLY GROUTED CMU WALL
PREFORMED CHANNEL ATTACHMENT
A S R
E Q
U
IR
E D
GENERAL NOTES:
REFER TO STRUCTURAL DRAWINGS FOR ORIENTATION OF REINFORCEMENT AND BARS.3.
SHALL BE PER THE SPECIFICATIONS.
SUPPORTS TO BE SPACED IN ACCORDANCE WITH NEC REQUIREMENTS. CONCRETE ANCHORS 2.
THIS DETAIL TYPICAL FOR BOTH VERTICAL AND HORIZONTAL MOUNTING.1.
AROUND)
(TYP ALL
MAX 1 1/2"
MIN 1"
P lo t
D a te
-S
E P -2
:4
A
M U s e r:
s v c d e l:
L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td
P e n v .p tS c a le :1
PROJECT NO.
L A
S T S
A V
E D B
Y
FILE NAME:
TE01
11940A10_00TE01.dgn
CE
ELECTRICAL 1
EMB
b s h e p rd
CHECKED
DRAWN
DESIGNED
11940A.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF 40OCTOBER 2021
CITY OF ASHLAND
UV DISINFECTION SYSTEM UPGRADE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
93871
ELECTRICALLY
ISOLATED
NON-METALLIC FLEXIBLE
CONDUIT
1-#8 XHHW
TERMINAL
GROUND
TRANSMITTER
1-#8
POWER CONDUIT
SIGNAL CONDUIT
NF133
DETAIL FOR CATHODICALLY PROTECTED PIPE
INTEGRAL MAGNETIC FLOWMETER GROUNDING
SUPPORT STRUCTURE.
NONMETALLIC CONDUIT TO ISOLATE FLOW TUBE FROM CONDUIT
AND NOT BE GROUNDED.
METER SHALL BE POWERED BY AN ISOLATION TRANSFORMER
NO ELECTRICAL PATH TO METER EXISTS.
CARE WITH THE MOUNTING MATERIALS USED TO ENSURE THAT
ELECTRICAL REGULATIONS FOR SUCH INSTALLATIONS. TAKE
ISOLATED FROM PIPEWORK AND GROUND. OBSERVE THE LOCAL
OPERATIONAL REASONS, THE METER SHALL BE INSTALLED
PROTECTION. WHEN THE FLUID CANNOT BE GROUNDED FOR
POTENTIAL EQUALIZATION IN LINED PIPELINES WITH CATHODIC
FLANGE AND SUPPORTS.
USE DIELECTRIC INSULATING MATERIAL BETWEEN METER
POTENTIAL.
METER BODY SHALL NOT BE CONNECTED TO EARTH GROUND
ANODE FURNISHED BY CATHODIC PROTECTION SUPPLIER.
MAG METER POTENTIAL.
EQUALIZE POTENTIAL VIA GROUND RINGS BETWEEN FLUID AND
RECOMMENDATIONS.
FOLLOW ALL OF THE MANUFACTURER'S INSTALLATION
GASKETS
ISOLATING
GASKETS
ISOLATING
RINGS
GROUND
NYLON/TEFLON SLEEVE AND WASHER.
TERMINAL TO GROUND RINGS.
CONTRACTOR SHALL CONNECT METER TUBE GROUND
1-#8 XHHW-2
GROUND TERMINAL
TRANSMITTER
FLEXIBLE CONDUIT
1-#8 XHHW-2
POWER CONDUIT
SIGNAL CONDUIT
GROUND RINGS
NF136
GROUNDING DETAIL
INTEGRAL MAGNETIC FLOWMETER
M E
T E
R
P
IP
E
CONNECT TRANSMITTER GROUND TERMINAL TO GROUND RINGS.
CONNECT METER BODY TO EARTH GROUND POTENTIAL.
MAGMETER.
EQUALIZE POTENTIAL VIA GROUND RINGS BETWEEN FLUID AND
5 PROVIDE BONDING JUMPER ON CONDUCTIVE PIPES.
EARTH GROUND AND TRANSMITTER GROUND TERMINAL.
CONTRACTOR SHALL VERIFY ZERO POTENTIAL BETWEEN FLOW TUBE,
P lo t
D a te
-S
E P -2
:0
A
M U s e r:
s v c d e l:
L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td
P e n v .p tS c a le :1
PROJECT NO.
L A
S T S
A V
E D B
Y
FILE NAME:
TN01
jw ic k s
11940A10_00TN01.dgn
CE
INSTRUMENTATION 1
BL
M
IN
T R
E N
C H
"X" + 4" MIN6" MINIMUM (TYP)
"X"
"L "/2
"L "/2
9" MIN
0.25 Ø
8" MIN
12"
CHECKED
DRAWN
DESIGNED
11940A.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF 40OCTOBER 2021
CITY OF ASHLAND
UV DISINFECTION SYSTEM UPGRADE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
VALVE TYPE AS INDICATED ON THE DRAWINGS. 4.
CLEAN VALVE BOX OF ALL DEBRIS AND SOIL.3.
COAT BURIED PIPE AND VALVE BOX AS SPECIFIED.2.
ROTATION TO OPEN VALVE.
SQUARE AWWA NUT WITHIN 36" OF VALVE BOX COVER. NUT IS TO INDICATE DIRECTION OF
ALL BURIED VALVES SHALL BE PROVIDED WITH EXTENSION STEM OPERATION WITH 2" 1.
NOTES:
W
ID
T H
PLAN
UNDISTURBED SOIL
SECTION
DIA = VALVE BOX ID MINUS 1/8"
VALVE STEM EXTENSION
VALVE SUPPORT
VALVE ENDS FOR TYPE
OF PIPE INSTALLED
CLASS "C" CONCRETE
1/4" THICK STL TRASH RING. RING
RUBBER VALVE BOX TOP HAT
PAVED UNPAVED
CENTERED
#5@12" EW
3 SQ FT x 8" CLASS A CONC PAD
SERVICE STAMPED ON LID
BEDDING
BOTTOM OF TRENCH
BEDDING
PAVEMENT
TYP
10/20/20
CP716
S
GATE VALVE - DIRECT BURY
TYP
SN
CP111
BEDDING
B
PIPE FOUNDATION
TRENCH WIDTH
A
PIPE FOUNDATION
PIPE SPRINGLINE
TRENCH WIDTH
PIPE SPRINGLINE
PI
PE
O
D
PI
PE
O D
CL
CL
(ABOVE SPRINGLINE)
BEDDING
(BELOW SPRINGLINE)
HAUNCH ZONE
SHEET 2 OF 2
EMBEDMENT ZONE
PIPE
EMBEDMENT ZONE
PIPE
5/22/19
PIPE ZONE EMBEDMENT - RIGID PIPE
PIPE ZONE EMBEDMENT - FLEXIBLE PIPE
PIPE TRENCH
TERMINATION IN PAVEMENT
ABC PER PAVING SECTION
FLG OD + 4" WITH 12" MINIMUM
TAPPED FLG LABELED
WITH WELDED ON PIPE
SIZE AND PROCESS
2 - #4 HOOP BARS
1/2"
CI FRAME AND COVER,
MARKED "SEWER"
8"
1'-0"
FOR CLEANOUTS IN YARD AREA, PLACE 12" SQUARE BY 4" THICK CONCRETE PAD.5.
CLEANOUT PIPE SHALL BE SAME SIZE AS LINE PIPE.4.
BOLTS.
ALL FLANGES SHALL BE TAPPED TO ALLOW THE INSTALLATION OF BLIND FLANGES WITH 3.
CONCRETE RING SHALL BE PLACED AFTER PAVEMENT PLACEMENT.2.
ALL THRUST BLOCKS SHALL BE PLACED PER TYPICAL DETAIL CP131.1.
NOTES:
TYP
SN
CP131 THRUST RESTRAINT - BURIED THRUST BLOCK
UNDISTURBED SOIL
OBTAIN BEARING AREA AGAINST
LENGTH "L" AS REQUIRED TO
SLOPE
MAXIMUM
T O O
B T
A
IN
B
E A
R
IN
G A
R E
A
ADDITIONAL EXCAVATION IF NECESSARY
FORCE
THRUST
OBTAIN BEARING AREA AGAINST
LENGTH "L" AS REQUIRED TO
UNDISTURBED SOIL
A G
A
IN
S T U
N D
IS
T U
R B
E D S
O
IL
TO OBTAIN REQUIRED BEARING AREA
"H
A S R
E Q
U
IR
E D
THRUST FORCE
"L"/2 "L"/2
"L"/2 "L"/2
OBTAIN REQUIRED BEARING AREA
OR SLOPE UP IF NECESSARY TO
PLACE CONC LEVEL WITH TOP OF PIPE
02/08/2019
THRUST BLOCK SHALL BEAR ON UNDISTURBED SOIL.3.
CONCRETE SHALL BE CLASS "A" OR "C".2.
OF 200 PSF/FT DEPTH.
PRESSURE, OR BEARING AREA INDICATED ON THE DRAWINGS USING A PASSIVE RESISTANCE
THAN 1500 PSF AT THE TOP OF THRUST BLOCK WHEN THE PIPE IS SUBJECTED TO ITS TEST
BEARING AREA IS THE AREA REQUIRED TO OBTAIN A MAXIMUM PRESSURE NOT GREATER 1.
NOTES:
AGAINST UNDISTURBED SOIL
OBTAIN BEARING AREA
LENGTH "L" AS REQUIRED TO
A TYPICAL SECTION
A
A
A
FORCE
THRUST
SN
PIPE TRENCHCP111
TRENCH WIDTH
AS SPECIFIED
SAW CUT
EXISTING GRADE
EXISTING SUBGRADE
UNDISTURBED SOIL
SHOULDER
BEGINNING OF
PAVEMENT, OR
FACE, EDGE OF
EXIST GUTTER
TAPE
CAUTIONARY MARKER
PAVEMENT SECTION
(SEE DRAWINGS)
NEW PAVEMENT
(SEE DRAWINGS)
SUBGRADE
NEW PAVEMENT
AND IN OPEN AREAS
OUTSIDE ROADWAY
AND PAVED AREAS
IN ROADWAYS
BACKFILL
PIPE FOUNDATION
ZONE
EMBEDMENT
PIPE
SHEET 2
SEE DETAILS,
SHEET 1 OF 2
ON THE DRAWINGS
ELEVATION INDICATED
GRADE / GRADE TO
MATCH EXISTING
BEDDING
STABILIZATION FABRICPI
PE
O D
AREA
PAVEMENT IN THIS
AND REPLACE
THAN 3'-0", REMOVE
VARIES. IF LESS
SEE NOTE 2
SLOPE
SEE NOTE 1
SHORING
SEE SPECIFICATIONS FOR DEPTH AND WIDTH REQUIREMENTS.3.
SEE SPECIFICATIONS FOR SLOPE REQUIREMENTS.2.
SEE SPECIFICATIONS FOR SHORING REQUIREMENTS.1.
NOTES:
5/20/19
TYP
CP411
S SHEET 2 OF 2
CLEANOUTS
12/29/2020
VALVE BODY
SHALL NOT REST ON
CI VALVE BOX. BOX
5 1/4" DIA. SLIP TYPE
CLEANOUT THRUST BLOCK
THRUST
BLOCK
TYPE I
BLIND FLANGE (TYP)
FLANGE JOINTS (TYP)
TYPE 2
THRUST
BLOCK
FINISH FLOOR
TYPE 3 TYPE 4
TYPE 5
CLEANOUT
CLEANOUT
THRUST BLOCK
CLEANOUT
IRON BODY FERRULE WITH
BRASS CTSK HEAD SCREW
PLUG. MOUNT FLUSH WITH
FLOOR.
MECHANICAL OR
PUSH-ON JOINTS
(TYP)
LONG RADIUS ELBOW
SCHEMATIC PLAN
SCHEMATIC PLAN SCHEMATIC PLAN
SCHEMATIC PLAN
VARIES
TYP
CP411
S SHEET 1 OF 2
CLEANOUTS
12/29/2020
P lo t
D a te
-S
E P -2
:5
A
M U s e r:
s v c d e l:
L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td
P e n v .p tS c a le :1
PROJECT NO.
L A
S T S
A V
E D B
Y
FILE NAME:
TP01
m g a b
11940A10_00TP01.dgn
CE
DWW
PIPING 1
CHANNEL CAP
CHANNEL
PREFORMED
ANCHORS
CONCRETE
GROUT
1" NON-SHRINK
PIPE
PIPE CLAMP
A S R
E Q
U
IR
E D
M A
X
"C"
1 1/2" (TYP)
"D
PROVIDE CLAMP WITH SUPPORT
ROUND ALL SHARP CORNERS TO 1/2" RADIUS
"B" SCHEDULE 40 STL PIPE
MAX DIMENSION SHOWN. USE STRAIGHT THREADS
LENGTH AND THREADS TO ALLOW MIN AND
"A" SCHEDULE 40 STL PIPE
SQ 3/4" PL
1" NON-SHRINK GROUT
ANCHORS
4 - 3/4"Ø SST CONC
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
11940A.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF 40OCTOBER 2021
CITY OF ASHLAND
UV DISINFECTION SYSTEM UPGRADE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
10' MAX
6"
PREFORMED CHANNEL PIPE SUPPORT
PIPE STRAP (TYP)
"Z" FITTING
CONCRETE OR GROUTED MASONRY WALL OR CEILING
N 09/06/13
P660 FLUSH MOUNT PIPE SUPPORT
USE 3/4"Ø CONCRETE ANCHORS IF MOUNTED
ON WALLS. USE 3/4"Ø CONCRETE INSERTS OR
ANCHOR BOLTS IF MOUNTED ON CEILINGS.
NOTES:
1. IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF WALL IN WATER BEARING
STRUCTURE, ALL MATERIAL SHALL BE STAINLESS STEEL. IN ALL OTHER AREAS, THE
MATERIALS SHALL BE HOT-DIP GALVANIZED STEEL UNLESS OTHERWISE INDICATED ON THE
DRAWINGS. HOT-DIP GALVANIZE AFTER FABRICATION.
2. SPACE PREFORMED CHANNEL PIPE SUPPORTS AT MAXIMUM 5'-0" O.C.
CAULK ALL AROUND
PACK WITH MORTAR
SLEEVE
ADDITIONAL
REINFORCING
SEALING COMPOUND
GROUT ALL AROUND
TYP
08/01/05
P302
SLEEVE INSTALLATION THROUGH DRY WALLS AND
FLOOR SLABS
MASONRY WALL
CONCRETE WALL OR SLAB
WITH SYNTHETIC RUBBER
POINT MORTAR AT WALLS
AND UNDERSIDE OF SLAB
3/4" MAXIMUM SPACE.
1/2" MINIMUM SPACE.
1/2"
SLEEVES FOR ELECTRICAL CONDUIT SHALL BE SCHEDULE 80 PVC.4.
STEEL SLEEVE SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.3.
SLEEVES LARGER THAN 6"Ø SHALL BE 1/4" THICK STEEL PIPE.2.
PVC PIPE.
6"Ø DIAMETER SLEEVES AND SMALLER SHALL BE SCHEDULE 40 STEEL PIPE OR SCHEDULE 80 1.
NOTES:
3/16
3/16
PIPE SLEEVE
LINK SEAL
TYP
08/01/05
P304
SLEEVE INSTALLATION THROUGH WALLS AND
FLOOR SLABS
1/4" x 2" ANNULAR RING
SLEEVE SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.4.
SLEEVE. SLEEVE DIAMETER SHALL BE PER LINK SEAL MANUFACTURER'S RECOMMENDATION.
IN WALLS THICKER THAN 12", LINK SEAL SHALL BE INSTALLED AT BOTH ENDS OF WALL 3.
SLEEVES LARGER THAN 6"Ø SHALL BE 1/4" THICK STEEL PIPE.2.
6"Ø SLEEVES AND SMALLER SHALL BE SCH 40 STEEL PIPE.1.
NOTES:
TYP
S180
09/04/13
P624
ADJUSTABLE PIPE SUPPORT
= NOMINAL PIPE SIZE.3.
= USE 2 1/2" SUPPORTS FOR PIPES LESS THEN 2 1/2"Ø.2.
HOT-DIP GALVANIZED SUPPORT AFTER FABRICATION.1.
NOTES:
J
P600
WITH PREFORMED CHANNEL
PIPE SUPPORT POST
SIZE PREFORMED CHANNEL FOR PIPES INDICATED ON THE DRAWINGS.
KEY NOTES:
TYP
S180
2 1/2 2 1/2 1 1/2
PIPE
SUPPORTED
SIZE OF
"A"
PIPE SIZE
"B"
PIPE…
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