Ashland WWTP Headworks Upgrade - Stamped_Drawings.pdf
PDF 36 MB Posted
- Solicitation number
- S-KA0010-00017932
- Issued by
- Jackson County, Amity City, Oregon
About this file
This is a 100% design submittal document set of stamped engineering drawings for the City of Ashland, Oregon's Wastewater Treatment Plant Headworks Upgrade project, prepared by Jacobs Engineering. The project consists of wastewater treatment headworks improvements including two new influent screens with associated washer/compactors, a new downstream stacked tray grit removal facility with grit separation and grit slurry pumping equipment, a grit classifier, integral flow splitting to downstream oxidation ditch aeration basins, associated yard piping, electrical systems, and instrumentation and control upgrades. The drawing set comprises 83 sheets organized by discipline (General, Civil, Structural, Process Mechanical, Electrical, and Instrumentation & Control) with multiple plan views, sections, details, schedules, and system diagrams. The drawings were plotted in August 2026 and include general notes, abbreviations, legends, design criteria, special inspection requirements, and standard details applicable throughout the project. The document is the property of Jacobs and cannot be reused without written authorization.
The design submittal includes comprehensive technical specifications for construction, detailing foundation bearing surfaces, concrete compressive strengths (4,000 to 5,000 PSI depending on application), reinforcing steel requirements per ASTM A615 Grade 60, structural design per ASCE 7 seismic standards for Oregon Site Class D with appropriate wind and snow load criteria, and special inspection and testing requirements per the 2024 Oregon Structural Specialty Code. The drawings establish design parameters including soil bearing pressures of 2,000 PSF, geotechnical data from a May 29, 2026 Jacobs engineering report, and piping details with minimum 3-foot cover unless otherwise noted. The project scope encompasses demolition of existing structures, site development with grading and erosion control, and coordination of multiple trades including mechanical, electrical, and control systems with specific attention to wastewater flow stream identification and process instrumentation requirements.
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FILENAME: PLOT DATE: PLOT TIME:12-AUG-2026 06:16
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001-G-0001_D4027000.dgn
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ASHLAND WWTP HEADWORKS UPGRADE
CITY OF ASHLAND, OREGON
AUGUST 2026
100% DESIGN SUBMITTAL
VICINITY MAP
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THE DALLES
BURNS
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ASTORIA
TILLAMOOK
CORVALLIS
ASHLAND
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COOS BAY
FLORENCE
REEDSPORT
NEWPORT
ROSEBURG
EUGENE
ALBANY
SALEM
MEDFORD
WASHINGTON
CALIFORNIA NEVADA
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099 - STANDARD DETAILS
020 - OXIDATION DITCH SPLITTER BOX
015 - GRIT REMOVAL AND SPLITTER BOX
010 - HEADWORKS
008 - INSTRUMENTATION AND CONTROL
005 - SITE DEVELOPMENT
001 - GENERAL
STANDARD DETAILS PROCESS MECHANICAL099-M-500483
STANDARD DETAILS PROCESS MECHANICAL099-M-500382
STANDARD DETAILS PROCESS MECHANICAL099-M-500281
STANDARD DETAILS PROCESS MECHANICAL099-M-500180
STANDARD DETAILS CIVIL099-C-500279
STANDARD DETAILS CIVIL099-C-500178
STANDARD DETAILS I&C099-N-500177
STANDARD DETAILS ELECTRICAL099-E-500276
STANDARD DETAILS ELECTRICAL099-E-500175
STANDARD DETAILSSTRUCTURAL099-S-500874
STANDARD DETAILSSTRUCTURAL099-S-500773
STANDARD DETAILSSTRUCTURAL099-S-500672
STANDARD DETAILSSTRUCTURAL099-S-500571
STANDARD DETAILSSTRUCTURAL099-S-500470
STANDARD DETAILSSTRUCTURAL099-S-500369
STANDARD DETAILSSTRUCTURAL099-S-500268
STANDARD DETAILS STRUCTURAL099-S-500167
PLAN AND SECTIONPROCESS MECHANICAL020-M-200066
PLAN AND SECTIONSSTRUCTURAL020-S-200065
SECTIONELECTRICAL015-E-300164
POWER PLANELECTRICAL015-E-200063
DETAILPROCESS MECHANICAL015-M-500162
SECTION PROCESS MECHANICAL015-M-300261
SECTION PROCESS MECHANICAL015-M-300160
PLANPROCESS MECHANICAL015-M-200059
DETAILSSTRUCTURAL015-S-500158
SECTIONSTRUCTURAL015-S-300257
SECTIONS STRUCTURAL015-S-300156
GRIT WASHER PLAN AND SECTIONSTRUCTURAL015-S-200155
PLANSSTRUCTURAL015-S-200054
MCC-1 SINGLE LINE DIAGRAMSELECTRICAL010-E-601053
LOAD SCHEDULEELECTRICAL010-E-600152
POWER PLANELECTRICAL010-E-200051
DETAILSPROCESS MECHANICAL010-M-500150
SECTIONPROCESS MECHANICAL010-M-300249
SECTIONSPROCESS MECHANICAL010-M-300148
PLANPROCESS MECHANICAL010-M-200047
DEMOLITION PLANPROCESS MECHANICAL010-MD-200046
PLAN AND SECTIONSTRUCTURAL010-S-200045
HEADWORKS NETWORK SWITCH 2 OF 2I&C008-N-600844
HEADWORKS NETWORK SWITCH 1 OF 2I&C008-N-600743
HEADWORKS REPLACEMENT BACKPANEL ANALOG 2 OF 2I&C008-N-600642
HEADWORKS REPLACEMENT BACKPANEL ANALOG 1 OF 2I&C008-N-600541
HEADWORKS REPLACEMENT BACKPANEL DIGITAL INPUTSI&C008-N-600440
HEADWORKS REPLACEMENT BACKPANEL POWER DISTRIBUTION 2 OF 2I&C008-N-600339
HEADWORKS REPLACEMENT BACKPANEL POWER DISTRIBUTION 1 OF 2I&C008-N-600238
HEADWORKS REPLACEMENT BACKPANEL LAYOUT AND BOMI&C008-N-600137
GRIT WASHER - P&ID I&C008-N-010436
GRIT SEPARATORS - P&IDI&C008-N-010335
HEADWORKS RW CHANNEL 2 - P&IDI&C008-N-010234
HEADWORKS RW CHANNEL 1 - P&IDI&C008-N-010133
CONDUIT AND CONDUCTOR SCHEDULEELECTRICAL 005-E-600232
PANEL SCHEDULE ELECTRICAL 005-E-600131
SOUTH SITE PLANELECTRICAL005-E-110230
NORTH SITE PLANELECTRICAL005-E-110129
PIPING DETAILSCIVIL005-C-500128
PIPING PROFILES CIVIL005-C-300127
GRADING PLAN CIVIL005-C-120026
LOCATION AND YARD PIPING COORDINATE TABLESCIVIL005-C-110125
SITE LOCATION PLAN AND YARD PIPINGCIVIL005-C-110024
DEMOLITION PLANCIVIL005-CD-110023
EXISTING CONDITIONS AND TEMPORARY EROSION CONTROL PLANCIVIL005-C-100122
OVERALL SITE ACCESS AND STAGING PLANCIVIL005-C-100021
DESIGN CRITERIAGENERAL001-G-009420
PIPING SCHEDULEGENERAL001-G-009319
HYDRAULIC PROFILEGENERAL001-G-009218
HYDRAULIC PROFILEGENERAL001-G-009117
PROCESS FLOW DIAGRAMGENERAL001-G-009016
ELECTRICAL AREA CLASSIFICATIONGENERAL001-G-003115
ELECTRICAL LEGEND GENERAL001-G-003014
PROCESS MECHANICAL LEGENDGENERAL001-G-002013
STRUCTURAL SPECIAL INSPECTIONS (3 OF 3)GENERAL001-G-001212
STRUCTURAL SPECIAL INSPECTIONS (2 OF 3)GENERAL001-G-001111
STRUCTURAL SPECIAL INSPECTIONS (1 OF 3)GENERAL001-G-001010
STRUCTURAL NOTES AND ABBREVIATIONSGENERAL001-G-00099
STRUCTURAL NOTESGENERAL001-G-00088
INSTRUMENTATION AND CONTROL LEGENDGENERAL001-G-00077
INSTRUMENTATION AND CONTROL LEGENDGENERAL001-G-00066
CIVIL LEGEND AND NOTESGENERAL001-G-00055
GENERAL LEGENDGENERAL001-G-00044
ABBREVIATIONSGENERAL001-G-00033
DRAWING INDEXGENERAL001-G-00022
COVER SHEET, VICINITY AND LOCATION MAPSGENERAL001-G-00011
DRAWING TITLEDISCIPLINEDWG NO.SHT NO.
FILENAME: PLOT DATE: PLOT TIME:18-AUG-2026 06:20
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ACI AMERICAN CONCRETE INSTITUTE
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
AUTOMATIC
AUX AUXILIARY
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BENCH MARK, BEAM
ANSI
INSTITUTE
AMERICAN NATIONAL STANDARDS
APVD APPROVED
ARV AIR RELEASE VALVE
AWG
BRITISH THERMAL UNIT
ACRYLONITRILE-BUTADIENE-STYRENE
ADH AB ADHESIVE ANCHOR BOLT
BALL VALVE
AFF ABOVE FINISH FLOOR
ALP AIR LOW PRESSURE
AHP AIR: HIGH PRESSURE
BFV BUTTERFLY VALVE
AWT ADVANCED WASTE TREATMENT
ADJACENT, ADJUSTABLE
ACT ACOUSTIC TILE
ADD ADDITIONAL
BOTTOM OF DUCT
BOTTOM OF PIPE
BLOW OFF
BC BEGIN CURVE, BOTTOM OF CURB
AFG ABOVE FINISH GRADE
CHEM
CFM
CJ
CABINET
CHEMICAL
CUBIC FEET PER MINUTE
CONSTRUCTION JOINT
CMP
CMU
COL
CONC
CONT
CPP
CPVC
COMPACTOR
COLUMN
CONCRETE
CHLORINATED POLYVINYL CHLORIDE
CENTER TO CENTERC TO C
CONCRETE CYLINDER PIPE
CFS CUBIC FEET PER SECOND
CIP CAST IRON PIPE
CIMJ CAST IRON MECHANICAL JOINT
CISP CAST IRON SOIL PIPE
CENTERLINE
COORD COORDINATE
COPPERCOP
CRS COLD ROLLED STEEL
CS
CTRD CENTERED
CENTRAL CONTROL SYSTEM
CIRJ CAST IRON RESTRAINED JOINT
CONCRETE MASONRY UNIT
CONN CONNECTION
CTR CENTER
CI
CIGC
CAST IRON
CATCH BASIN
CAST IRON GROOVED COUPLING
CT CERAMIC TILE
CLST CEMENT-LINED STEEL PIPE
CLEAR
CEILING
CLR
CLSM
CLG
CLDIP CEMENT-LINED DUCTILE IRON PIPE
CONTINUOUS, CONTINUATION
CLCS CEMENT-LINED AND COATED STEEL PIPE
CARV COMBINATION AIR RELEASE VALVE
BYPASS
ALUM, ALUMINUM
AS AIR SCOUR
CONSTANT SPEED
ARCH
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LC or CL
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CONTROLLED LOW STRENGTH MATERIAL
ACCU
ACU AIR CONDITIONING UNIT
AIR COOLED CONDENSING UNIT
ANCHOR BOLT, AGGREGATE BASE
AGG AGGREGATE
APPROX APPROXIMATE, APPROXIMATELY
AHU AIR HANDLING UNIT
BOARD, BUTTERFLY DAMPER
CBBD COUNTER BALANCED BACKDRAFT DAMPER
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BOD
BOP
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BYP
BM
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CAB
CB
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CCS
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ELEC ELECTRIC, ELECTRICAL
ENGR ENGINEER
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FLOOR DRAIN
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FOUNDATION
FLL
FC
FLANGED COUPLING ADAPTER
FDA FLOOR DRAIN W/INTEGRAL TRAP
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FHY FIRE HYDRANT
FIG FIGURE
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FLOW LINE
FLTR FILTER
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FT FOOT OR FEET
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FWD FORWARD
DEGREE FAHRENHEIT
GA GAGE
FOPP
FCA
FIL FILTRATE
FB FLAT BAR
FAB FABRICATION
FACT FACTORY
FTW
FW
FILTER TO WASTE
FINISHED WATER
FI FILTER INFLUENT
FE FILTERED EFFLUENT / FINAL EFFLUENT
CU FT CUBIC FOOT
FCO FLOOR CLEAN OUT
FES FLARED END SECTION
GC GROOVED COUPLING
GCF GROOVED COUPLING FITTING
GCO GRADE CLEAN OUT
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EXF EXHAUST FAN
EUH ELECTRICAL UNIT HEATER
FIBERGLASS REINFORCED PIPE
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CU IN CUBIC INCH
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DD DUCT DETECTOR
FCV
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GYPSUM WALLBOARDGWB
GL GLASS
GPM GALLONS PER MINUTE
GSP GALVANIZED STEEL PIPE
GYP GYPSUM
GVL GRAVEL
GV GATE VALVE
GE GROOVED END
GRTG GRATING
HD HUB DRAIN
HOLLOW METAL
HORIZONTAL
ID INSIDE DIAMETER
JT JOINT
HGT
HORIZ
HM
INFL INFLUENT
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MCC
MECH
MFR
MGD
MH
MIN
MISC
MO
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MECHANICAL
MANUFACTURER
MILLION GALLONS PER DAY
MANHOLE
MISCELLANEOUS
MASONRY OPENING
HDW HARDWARE
HEIGHT
HP
HR
HV HOSE VALVE
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INSTM INSTRUMENTATION
INSUL INSULATE
INVERT
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KW
L
LB/CU FT POUNDS PER CUBIC FOOT
LF LINEAR FEET
LH LEFT HAND
LLV
LR LONG RADIUS
MJ MECHANICAL JOINT
HDR HEADER
INSIDE FACE
LNTL LINTEL
LONGITUDINAL
MB MACHINE BOLT
MATERIAL
MSNRY MASONRY
INV
HOSE RACK, HANDRAIL
HAS HEADED ANCHOR STUD
LAT'L LATERAL
MTL
LEFT, ANGLE, LENGTH
MG/L MILLIGRAMS PER LITER
MINIMUM, MINUTE
NIC
NTS
NOT IN CONTRACT
NOT TO SCALE
OC
OD
NATIONAL PIPE THREAD
OSD OPEN SITE DRAIN
OZ OUNCE
PC POINT OF CURVE
N
O TO O
OPNG
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P PILASTER
PCC POINT OF COMPOUND CURVE
OUTSIDE FACE, OVERFLOW
NPT
OUTSIDE DIAMETER, OVERFLOW DRAIN
OG ORIGINAL GROUND
OFR OVERFLOW RETURN
LNG
GPH GALLONS PER HOUR
NUMBER, NUMBERING
I&C INSTRUMENTATION & CONTROL
GPD GALLONS PER DAY
OF
NO
LONG
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IF
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LIQUID NATURAL GAS
PACL POLYALUMINUM CHLORIDE
GW GROUND WATER
MDO
MRL MOTORIZED RELIEF LOUVER
MSC
HGL HYDRAULIC GRADELINE
GAS UNIT HEATERGUH
NDOT
PL
PLYWD PLYWOOD
PE
PJF PREMOLDED JOINT FILLER
PRC POINT OF REVERSE CURVE
PLATE (STEEL), PROPERTY LINE
PD
PENT PENETRATION
REQD REQUIRED
RDCR
RD
RCP
PSF
PSI
PT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
REINFORCED CONCRETE PIPE
RST REINFORCING STEEL
PREFAB PREFABRICATED
PRESS PRESSURE
PRI PRIMARY
PROPERTY
PSIG POUNDS PER SQUARE INCH, GAUGE
PVC POLYVINYL CHLORIDE PLASTIC
RADIUS
REDUCER
RDW REDWOOD
REF REFER OR REFERENCE
REFR REFRIGERATOR
REINF
RH RODHOLE
RLS RUBBER LINED STEEL
RM ROOM
RO ROUGH OPENING
PRCST PRECAST
PVMT
RC REINFORCED CONCRETE
PS
PAVEMENT
RECIRC RECIRCULATION
SH
SIM SIMILAR
SECT SECTION
S
SC SCREENINGS, SOLID CORE
SCFM
SCHEDULE
SD
SEC
SEWAGE
SLP SLOPE
SOLN SOLUTION
SP SPACE OR SPACES
SPEC SPECIFICATIONS
SPLY SUPPLY
SQ SQUARE
SQ FT SQUARE FOOT
SQ IN SQUARE INCH
SCH
I-BEAM, SOUTH
SAT SUSPENDED ACOUSTIC TILE
STORM DRAIN, SOAP DISPENSER
SPD SUMP PUMP DRAIN,
SCFH
SJI STEEL JOIST INSTITUTE
SA SAMPLE
SBS SEDIMENTATION BASIN SOLIDS
RW
RJ RESTRAINED JOINT, FILTER REJECTER WATER
RL RAIN LEADER
PW POTABLE WATER
ROAD, ROOF DRAIN
PO POLYMER SOLUTION
PPM PARTS PER MILLION
POC
PON
PPS
CATIONIC POLYMER
NONIONIC POLYMER
POTASSIUM PERMANGANATE
SOLUTION
POA ANIONIC POLYMER
PDR PUMPED DRAIN
R, RAD
PCCP PRETENSIONED CONCRETE CYLINDER PIPE
R/W RIGHT-OF-WAY
PROP
STANDARD CUBIC FEET PER HOUR
STANDARD CUBIC FEET PER MINUTE
SCHED SCHEDULE
SED SEDIMENTATION
PRJ PROPRIETARY RESTRAINED JOINT
RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY
PTAC PACKAGED TERMINAL AIR CONDITIONER
SHC
SEW
SODIUM HYPOCHLORITE
PRESSURE TREATED
PDF POWDER DRIVEN FASTENER
P&ID PROCESS & INSTRUMENTATION DIAGRAM
POINT OF INTERSECTIONPI
RG RETURN GRILLE
REINFORCED, REINFORCING, REINFORCE
RR
SG SUPPLY GRILLE
RFA RESTRAINED FLANGE ADAPTER
SS
STD
STL
STANDARD
STRUCTURAL
STRUCT
SYMM
STA STATION
SYMMETRICAL
STRL
STRUCTURE
SUSP SUSPEND
SW
STIF STIFFENER
STR STRAIGHT
STEEL, STEEL PIPE
SUBFL SUBFLOOR
TBG TUBING
T&B TOP AND BOTTOM
TC TOP OF CURB
T&G TONGUE AND GROOVE
TANGENT
TDH TOTAL DYNAMIC HEAD
TECH TECHNICAL
TEL TELEPHONE
TEMP TEMPERATURE
THD THREAD
TP TURNING POINT
TT THRUST TIE
TYP TYPICAL
UH UNIT HEATER
V
VC VERTICAL CURVE
VERT VERTICAL
WATER HEATERWH
WSP WELDED STEEL PIPE
TF TOP FACE
THK THICK
TRANSV TRANSVERSE
TST TOP OF STEEL
WM WATER METER
VINYL COMPOSITION TILE
UD UNDERDRAIN
TAN
VCT
WR WATER RESISTANT
STAINLESS STEELSST
TOP OF WALLTW
VAR VENT ACID RESISTANT,
SUF SUPPLY FAN
UW UTILITY WATER
SR SUPPLY REGISTER
T t
NEVADA DEPARTMENT OF TRANSPORTATION
EOP EDGE OF PAVEMENT
IBC INTERNATIONAL BUILDING CODE
JP JEFFREY PINE
TBR TO BE REMOVED
GLB GLU-LAM BEAM
MBR MODIFIED BITUMEN ROOFING
MEDIUM DENSITY OVERLAY
MDF MEDIUM DENSITY FIBERBOARD
VAC
° F
EW EACH WAY
NAC NEVADA ADMINISTRATIVE CODE
STMWRF
RECLAIMED WATER, RAW WASTEWATER
RDT ROTARY DRUM THICKENER
AUTO-MANUAL
CHEMICAL OXYGEN DEMAND
CONTROL PANEL NO. X
DIRECT CURRENT
DISTRIBUTED CONTROL SYSTEM
DISTRIBUTED CONTROL UNIT
DISSOLVED OXYGEN
FAST-OFF-SLOW
FAST-OFF-SLOW-AUTO
FAST-OFF-SLOW-REMOTE
FORWARD-REVERSE
HAND-OFF-AUTO
HAND-OFF-REMOTE
INTRINSICALLY SAFE RELAY
LOCKOUT STOP
LOCAL-REMOTE
MANUAL-AUTO
MODULATE-CLOSE
MOTOR CONTROL CENTER NO. X
OPEN-CLOSE-REMOTE
ON-OFF
ON-OFF-AUTO
ON-OFF-REMOTE
OXIDATION REDUCTION POTENTIAL
OPEN-STOP-CLOSE
PROGRAMMABLE LOGIC CONTROLLER
REMOTE MULTIPLEXING MODULE NO. X
SLOWER-FASTER
SECONDARY SCUM, SUPERVISORY SET POINT
TOTAL ORGANIC CARBON
TOTAL OXYGEN DEMAND
TURBIDITY
VOLATILE HYDROCARBONS
VIBRATION
DIFFERENCE
SUM
MULTIPLY
DIVIDE
CHARACTERIZED
SQUARE ROOT
AVERAGE
REPEAT OR BOOST
SELECT HIGHEST SIGNAL
SELECT LOWEST SIGNAL
BIAS
AM
COD
CP-X
DC
DCS
DCU
DO
FOS
FOSA
FOSR
FR
HOA
HOR
ISR
LCP
LOS
LOR
MA
MC
MCC-X
OCR
OO
OOA
OOR
ORP
OSC
PH
PLC
RIO
RM-X
SF
SSC
TOC
TOD
TURB
VHC
F(X)
AVG
1:1
FREE CHLORINE RESIDUAL
TOTAL CHLORINE RESIDUAL
GAIN OR ATTENUATE
FCL
FP-W-X
TCL
VIB
IS INTRINSICALLY SAFE
IS RELAY INTRINSICALLY SAFE RELAY
ALTERNATING CURRENT
ASBESTOS CEMENT, ASPHALTIC CONCRETE,
CAM
2CL etc.
COMPUTER-MANUALCM
(W=UNIT PROCESS NUMBER
FIELD PANEL NO. WX
X=PANEL NUMBER)
CHEMICAL ELEMENT ABBREVIATIONS)
(TYPICAL: USE STANDARD
CHLORINE-LIQUID
OPEN-CLOSE(D)
ON CENTER, OZONE CONTACTOR,
OPEN-CLOSE-AUTOOCA
SANITARY SEWER, START-STOP, SECONDARY SLUDGE
RECLAMATION FACILITY
SOUTH TRUCKEE MEADOWS WATER
REMOTE INPUT/OUTPUT
UNINTERRUPTIBLE POWER SUPPLY
TM THERMAL MAGNETIC
HKD HIGH INTERRUPTING CIRCUIT BREAKER,
A AMPERAGE
AFD ADJUSTABLE FREQUENCY DRIVE
BFG BELOW FINISHED GRADE
CONDUIT, CHANNEL (BEAM)
CUBIC, COPPER
DIV DIVISION
DP
DPM DIGITAL POWER METER
EAST, EXISTING
EES ELECTRICAL EQUIPMENT SCHEDULE
EMH ELECTRICAL MANHOLE
FLA FULL LOAD AMPS
GATEG
THERMAL-MAGNETIC CIRCUIT BREAKER
J JUNCTION BOX
KILOWATT
LOWER EXPLOSIVE LIMITLEL
LSIG LONG SHORT INSTANTANEOUS GROUND
MCP MOTOR CIRCUIT PROTECTOR
MM MAGNETIC FLOW METER
NORTH, NEW
HYDROGEN ION CONCENTRATIONpH
PHASE
PMP PUMP
SURGE PROTECTION DEVICE
SOV SOLENOID VALVE
ST
VENT, VOLTAGE, VALVE
VA
VFD VARIABLE FREQUENCY DRIVE
VOLT AMPERE REACTIVE
WWF WELDED WIRE FABRIC
WW WASHWATER
WT WEIGHT
XFMR TRANSFORMER
RAISED TO THE Nth POWERX n
MWS MAXIMUM WATER SURFACE
OIS OPERATOR INTERFACE SCREEN
IE INVERT ELEVATION
MDD MAXIMUM DRY DENSITY
RTC
ASTM
AND MATERIALS
AMERICAN SOCIETY FOR TESTING
DISTRIBUTION PANEL
LOCAL CONTROL PANEL
LPMP LUBRICATION PUMP
MANUFACTURER SUPPLY CABLE
SHEET, SPACE HEATER
TWSP TWISTED SHIELDED PAIR
OF WASHOE COUNTY
REGIONAL TRANSPORTATION COMMISSION
FDC FIRE DEPARTMENT CONNECTION
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
PLAIN END, PROFESSIONAL ENGINEER
PIV POST INDICATOR VALVE
SRC SOURCE
UG UNDERGROUND
WP
RTN RETURN
RV ROOF VENT
REMOTE TELEMETRY UNIT NO. XRTU-X
VTR VENT THRU ROOF
W
W/ WITH
VPS VENEER PLASTER SYSTEM
VIN VINYL
WIDE FLANGE (BEAM), WEST, WIRE
WD WOOD
DR/D
3W
2W WATER, NON-POTABLE
WATER, PLANT EFFLUENT
BI BIOREACTOR INFLUENT
CFA COMPRESSED FILTER AIR
DRAWINGDWG
DS DIGESTED SLUDGE
DEWATERED SLUDGE
FA FOUL AIR
FLEXIBLE COUPLING, FERRIC CHLORIDE
FCW
FDW FILTERED DRAIN WASTE
FRW FILTERED REJECT WATER
GR GRIT
GS GRIT SLURRY
HF HARMONIC FILTER
SODIUM HYPOCHLORITEHSC
ML
NPOL POLYMER
POLS POLYMER
RAS RETURN ACTIVATED SLUDGE THERMOSTAT
THICKNESS
TS THICKENED SLUDGE
SE SECONDARY EFFLUENT
SWP SEAL WATER PANEL
WAS WASTE ACIVATED SLUDGE
SG SLIDE GATE
GBV GLOBE VALVE
BLV
CHV
VPL PLUG VALVE
ACS
ACP
AMERICAN WIRE GAUGE
BOM BILL OF MATERIALS
COMPUTER-AUTO-MANUAL, CAMERA
CDR CARD READER
CAT6 CATEGORY 6 CABLE
CNSW CONTROL NETWORK SWITCH
CPLG COUPLING
COPPER PATCH PANEL
DR DOOR RELEASE
DSC DOOR STATUS CONTACT
ELEVATION, ELECTRONIC LOCK
FOC
FIBER OPTIC PATCH PANEL
FIBER OPTIC CONVERTER
FACE OF CONCRETE,
FIXEDFIX
EH ELECTRIFIED HINGE
EP ELECTRIFIED PANIC HARDWARE
ES ELECTRONIC STRIKE
FPP FIBER PATCH PANEL
GO GATE OPERATOR
LAN LOCAL AREA NETWORK
INTERNET PROTOCOLIP
INTC VIDEO-INTERCOM
INTERCOM MASTER
IC INTERCOM
MIXED LIQUOR, MAGNETIC LOCK
MS MOTION SENSOR
MR
MON MONITOR
ELECTRIFIED MORTISE LOCK
OVERHEADOH
OHD OVERHEAD COILING DOOR
NIP NETWORK INTERFACE PANEL
NEMA
ASSOCIATION
NATIONAL ELECTRICAL MANUFACTURERS
POE POWER OVER ETHERNET
PIR PASSIVE INFARED SENSOR
PTZ PAN-TILT-ZOOM
REX REQUEST-TO-EXIT
SECONDARY, SECURITY
SHLD SHIELDED
SLA SEALED LEAD ACID
SMFO SINGLE MODE FIBER OPTIC CABLE
SVR SERVER
VOLTS ALTERNATING CURRENT
VACUUM,
VMS
VPN
VIDEO MANAGEMENT SYSTEM
VIRTUAL PRIVATE NETWORK
VDC VOLTS DIRECT CURRENT
WS WORKSTATION
BNSW BUSINESS NETWORK SWITCH
HH HANDHOLE
ACCESS CONTROL SYSTEM PANEL
ACCESS CONTROL SYSTEM,
CONTROL PANEL, ANALYZER
INTMS
HORSEPOWER, HIGH POINT
LOW POINT
FLOOR, FLOW LINE
TBC TOP BACK CURB
SURFACE WATER, SIDEWALK
SIL SILENCER
COLD WATER, CREEK WATER
FLOW CONTROL VALVE
FINAL CHLORINATED WATER
FILTERED CREEK WATER,
PRESS DRAIN, PLANT DRAIN, PUMPED DRAINAGE
RETURN REGISTER, RESERVOIR RETURN
SHUNT TRIP, DRAIN STORM/RAIN
VOLT AMPERES, VENT ACID RESISTANT
WORKING POINT, WATER PROOF
1W WATER, POTABLE
YD YARD
YCO YARD CLEANOUT
LPG LIQUIFIED PETROLEUM GAS
LONG LEG VERTICAL
SPG SPACING
T.O. TOP OF
HPT HIGH POINT
UON UNLESS OTHERWISE NOTED
RS RAW SEWAGE
NH4+ AMMONIA
BUILDINGBLDG
GFCI GROUND FAULT CIRCUIT INTERRUPTERS
RVSS REDUCED VOLTAGE SOFT STARTER
RVAT REDUCED VOLTAGE AUTO TRANSFORMER TYPE
CD CHEMICAL DRAIN
COND CONDENSATE DRAIN
DRA DRAIN ACID RESISTANT
DRR PUMP DRAIN RETURN
DRAIN SANITARY
F WATER FIRE DEPARTMENT CONNECTION
FCEA
FCEB
FIELD CREEK EFFLUENT A
FIELD CREEK EFFLUENT B
FS WATER FIRE SPRINKLER
H1W HOT WATER POTABLE
H1WR HOT WATER RETURN POTABLE
T1W TEPID WATER
VS VENT SANITARY
OFOI OWNER FURNISHED OWNER INSTALLED
LP, LPT
SCP SECURITY CONTROL PANEL
PUMP STATION, POWER SUPPLY
UPS
CEN CENTRATE
ODI OXIDATION DITCH INFLUENT
CONTROL
SLF SLUDGE FEED TO DEWATERING
DFT DRY FILM THICKNESS
SCN SCREEN
ASD ADJUSTABLE SPEED DRIVE
EMER EMERGENCY ACTION
PWR POWER
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B
SECTION
SCALE
SCALE
DETAIL
SCALE
DRAWING TITLE
BB
N
SECTION / DETAIL DESIGNATIONS
OR DETAIL IS TAKEN:
ON DRAWING WHERE SECTION
DESIGNATION
DETAIL (NUMERAL)
SECTION (LETTER) OR
DRAWING NUMBER
IS SHOWN:
ON DRAWING WHERE SECTION
DRAWING NUMBER(S)
WHERE TAKEN
IS SHOWN:
ON DRAWING WHERE DETAIL
WHERE TAKEN
DRAWING NUMBER(S)
REFERENCE
TITLE IS REQUIRED WITH NO
ON DRAWING WHERE ONLY A
EXTENDS TO A FIXED LIMIT
IS ON THE SAME SHEET AND CUT
SECTION CALLOUT WHERE SECTION
EXTENDS THROUGHOUT ENTIRE SHEET
IS ON ANOTHER SHEET AND CUT
SECTION CALLOUT WHERE SECTION
NORTH ARROW
KEYNOTE NUMBER
REVISION / ADDENDA NUMBER
GRID LINE INDICATOR
WHERE SHOWN
DRAWING NUMBER
XXX-M-5001
XXX-M-1010
XXX-M-1010
XXX-M-3001 XXX-M-3001
1234-567
(NUMERAL)
DESIGNATION
DESIGN DETAIL
DETAIL DRAWING(S)
SHOWN ON DESIGN
DETAIL DESIGNATION IS NOT SHOWN.
ALL DESIGN DETAILS ARE TYPICAL AND MUST BE USED IF DESIGN
2.
1.
NOTES:
DESIGN DETAIL DESIGNATION
SPECIFICALLY REFERENCED OR NOT.
ACCORDANCE WITH THE DESIGN DETAILS SHOWN WHETHER THE DETAILS ARE
REQUIRED THROUGHOUT THE PROJECT. ALL ASSOCIATED WORK SHALL BE IN
THE DESIGN DETAILS REPRESENT THE CHARACTER AND NATURE OF THE WORK
THE TERM STANDARD DETAIL, OR A FORM OF IT, IS SYNONYMOUS WITH DESIGN DETAIL.
B
XXX-M-3001
A
XXX-M-5001
EXAMPLE:
XXX-S-XXXX
FACILITY / AREA NUMBER
DISCIPLINE / TYPE CODE
TYPE CODES
DRAWING LEVEL /
FACILITY / AREA NUMBER
001 - GENERAL
005 - SITE DEVELOPMENT
008 - INSTRUMENTATION AND CONTROL
015 - GRIT REMOVAL AND SPLITTER BOX
010 - HEADWORKS
DISCIPLINE / TYPE CODES
M - PROCESS MECHANICAL
E - ELECTRICAL
S - STRUCTURAL
G - GENERAL
C - CIVIL
N - INSTRUMENTATION AND CONTROL
MD - PROCESS DEMOLITION
3000 - SECTIONS
5000 - DETAILS
1000 - SITE
2000 - PLANS
4000 - ENLARGED PLANS
6000 - DIAGRAMS, SCHEDULES
DRAWING LEVEL / TYPE CODES
DRAWING NUMBERING LEGEND
020 - OXIDATION DITCH SPLITTER BOX
099 - STANDARD DETAILS
0000 - NOTES AND LEGENDS
CD - CIVIL DEMOLITION
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GENERAL YARD PIPING AND UTILITIES NOTES:
CIVIL LEGEND
SPOT ELEVATION
CONTOUR LINE
DRAINAGEWAY OR DITCH
158.5
EMBANKMENT AND SLOPE3:1
SIGNOR
MANHOLE
EXTERIOR 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
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 (PAVING, SIDEWALK AND
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
THE SITE. CONTRACTOR TO SUBMIT EROSION CONTROL PLAN.
CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM LEAVING
CONSTRUCTION. SEE DWG 005-C-1001 FOR THE MINIMUM REQUIRED EROSION CONTROL DEVICES.
IMPLEMENT AND MAINTAIN 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 NECESSARY TO MAINTAIN SECURITY AT ALL TIMES.
ON-SITE STORAGE OF MATERIALS.
STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND
EDGE OF PAVEMENT.
COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS ARE TO FACE OF CURB OR
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: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
HORIZONTAL DATUM: NSRS11(NAD83/2011) OREGON, SOUTHERN ZONE, INTERNATIONAL FOOT.
NEW FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.
EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED.
APPROVED BY ENGINEER.
EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION AND AS
EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY
BUILT DATA.
THE SURVEY WAS PERFORMED BY JACOBS DURING OCTOBER 2025. ADDITIONAL MAPPING HAS BEEN ADDED FROM AS-
SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE BASE MAPS PROVIDED BY JACOBS. THE FIELD PORTION OF
CONTROLLED LOW STRENGTH MATERIAL SUPPORT IS REQUIRED AS SHOWN ON DETAIL 3123-120.
MINIMUM ALLOWABLE CLEARANCE BETWEEN PIPES AT CROSSINGS SHALL BE 12".
FOR TRENCHING AND BACKFILL, SEE DETAIL 3123-110.
ALL PIPES SHALL HAVE A CONSTANT SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING IS SHOWN.
UNLESS OTHERWISE SHOWN ALL PIPING SHALL HAVE A MINIMUM OF 3 FEET COVER.
NEW PIPING AND EQUIPMENT ARE SHOWN HEAVY-LINED.
EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT-LINED.
FOR PIPING FLOW STREAM IDENTIFICATION, SEE 001-G-0093.
PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION.
CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION.
EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND FROM FIELD SURVEY.
BEND < 90° UP
BEND < 90° DOWN
THIS CONTRACTEXISTING
OR
OR
15.
14.
13.
12.
11.
10.
9.
8.
7.
5.
4.
3.
2.
1.
7.
6.
5.
4.
3.
2.
1.
GENERAL SITE NOTES:
BM
CB
T
D S
H
E
PIPING 30" DIAMETER
GRADING & EARTHWORK NOTES:
RIP RAP
OR 158.5
ASPHALT CONCRETE PAVEMENT
AGGREGATE SURFACING
VALLEY GUTTER
SAWCUT AND REMOVE
ASPHALT PAVEMENT
SAWCUT AND REMOVE CONCRETE
GENERAL SHEET NOTES
SHOWN MAY BE USED ON THIS PROJECT.
THEREFORE, NOT ALL OF THE INFORMATION
THIS IS A STANDARD LEGEND SHEET. 1.
EXCESSIVE PONDING AND/EROSION.
INCORPORATE ADEQUATE DRAINAGE PROCEDURES DURING THE CONSTRUCTION PROCESS TO ELIMINATE 7.
GRADE ALL AREAS TO DRAIN AND ELIMINATE ALL LOW SPOTS OR PONDING AREAS.6.
GRADING SHALL BE APPROVED BY THE ENGINEER.
CONTRACTOR IN THE FIELD TO OBTAIN DRAINAGE IN THE DIRECTION OF AND TO THE DRAINAGE WAY INDICATED. ALL
FINE GRADING ELEVATION, SLOPES AND OTHER ELEVATIONS NOT SHOWN SHALL BE DETERMINED BY THE 5.
WIT THE PROJECT SPECIFICATION.
CLEARING AND GRUBBING, SUBGRADE PREPARATION, AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE 4.
PROJECT. INCLUDING REVIEW OF AVAILABLE GEOTECHNICAL DATA.
REGARD TO MATERIALS, METHODS, AND EQUIPMENT NECESSARY TO PERFORM THE WORK REQUIRED FOR THIS
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT AND MAKE HIS OWN INTERPRETATIONS WITH 3.
THE PROJECT.
UTILIZE ALL EROSION CONTROL METHODS AS REQUIRED, SUCH AS COIR LOGS, SILT FENCING, ETC. THROUGHOUT 2.
DISTURBANCE TO AREAS TO BE PROTECTED.
UTILIZE TECHNIQUES WHICH MINIMIZE GRADING, VEGETATION REMOVAL, AND TEMPORARY AND PERMANENT 1.
LA
NOI
SSEF
ORP DERETSIGER
OREGON
Digitally Signed
REENIGNE
EXPIRES: 12/31/2027
6202 ,01 HCRA
M
99883PE
E S
S U
R
B GNIQ HTE
B
A
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BAR IS ONE INCH ON
ORIGINAL DRAWING.
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B O
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IN
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IO
N A
N D C
O N
T R
O L
G E
N E
R A
L
J P
R U
D E
L L
INSTRUMENT IDENTIFICATION
EXAMPLE SYMBOLS
BB
ACFIT
DIGITAL SYSTEM INTERFACES
ANALOG INPUT
ANALOG OUTPUT
DISCRETE INPUT
DISCRETE OUTPUT
X
X
FUNCTIONAL SYMBOLS
GENERAL INSTRUMENT OR
BB
FIELD MOUNTED
MCC MOUNTED
COMPUTER FUNCTION
TRANSDUCERS
LETTER MODIFIER
A
B
C
D
E
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
ANALYSIS (+)
BURNER, COMBUSTION
DENSITY (S.G.)
USER'S CHOICE (*)
VOLTAGE
FLOW RATE
USER'S CHOICE (*)
HAND (MANUAL)
CURRENT (ELECTRICAL)
POWER
TIME, TIME SCHEDULE
LEVEL
MOTION
TORQUE
USER'S CHOICE (*)
PRESSURE, VACUUM
QUANTITY
RADIATION
SPEED, FREQUENCY
TEMPERATURE
MULTI VARIABLE
WEIGHT, FORCE
UNCLASSIFIED (*)
POSITION Z AXIS
Y AXIS
X AXIS
SAFETY
MOMENTARY
SCAN
DIFFERENTIAL
ALARM
USER'S CHOICE (*) USER'S CHOICE (*)
CONTROL
UNCLASSIFIED (*) UNCLASSIFIED (*) UNCLASSIFIED (*)
WELL
MULTI FUNCTION MULTI FUNCTION MULTI FUNCTION
TRANSMIT
SWITCH
RECORD OR PRINT
ORIFICE, RESTRICTION
USER'S CHOICE (*) USER'S CHOICE (*) USER'S CHOICE (*)
MIDDLE, INTERMEDIATE
LOWLIGHT (PILOT)
CONTROL STATION
GATE
HIGH
INDICATE
INSTRUMENT IDENTIFICATION LETTERS TABLE
SPECIAL CASESACCESSORY DEVICES
LINE LEGEND
PNEUMATIC SIGNAL
SECONDARY PROCESS
PROCESS (OPEN CHANNEL)
FILLED SYSTEM SIGNAL
HYDRAULIC SYSTEM SIGNAL
DATA LINK
PARALLELING LINES
(A) (B)
CONNECTING LINES
INTERFACE SYMBOLS
PROCESS INTERFACEA
A D
S
N N
EQUIPMENT TAG NUMBERS
SELF CONTAINED VALVE &
LLLUUS
HEAT TRACED
SUCCEEDING LETTER(S)
FIRST LETTER(S)
CLARIFYING ABBREVIATIONS
WITH THE SAME UNIT NUMBER)
THERE ARE MULTIPLE DEVICES
SET LETTER (USED WHEN
LOOP NUMBER
UNIT NUMBER
INITIATING VARIABLE
PROCESS OR
PASSIVE FUNCTION
READOUT OR
PASSIVE FUNCTION
READOUT OR
PASSIVE FUNCTION
READOUT OR
CONTROL ELEMENT
UNCLASSIFIED FINAL
DRIVE, ACTUATOR,
OR PRESENCE
EVENT, STATE
CONVERT
RELAY, COMPUTE,
MECHANICAL ANALYSIS
VIBRATION,
LOUVER
VALVE, DAMPER,
TOTALIZE
INTEGRATE,
CONNECTION
POINT (TEST)
OF CHANGE
TIME RATE
VIEWING DEVICE
GLASS, GAUGE
SENSOR
PRIMARY ELEMENT,
(FRACTION)
RATIO
(*) WHEN USED, DEFINE THE MEANING HERE FOR THE PROJECT.
(+) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS.
TABLE BASED ON THE INSTRUMENTATION, SYSTEMS, AND AUTOMATION SOCIETY (ISA) STANDARD.
PLC FUNCTION
SHARED CONTROL
SHARED DISPLAY,
EXAMPLE
PANEL, IN A FLOW LOOP)
TRANSDUCER (BACK OF
CURRENT TO PNEUMATIC
EXAMPLE
T
X
T
S
R
I
C
A
UNCLASSIFIED
TRANSMITTER
SWITCH
RECORDER
INDICATOR
CONTROLLER
ALARM
FLOW ELEMENT
ACCESSORY TO A
TRANSMITTER AS AN
LIGHTS
ON AND OFF EVENT
AFTER POWER FAILURE).
ON RETURN OF POWER
DEVICE WILL RESTART
SWITCH (CONTROLLED
MAINTAINED CONTACT
ON-OFF HAND SWITCH,
HYDRAULIC
FREQUENCY
VOLTAGE
DIGITAL
ANALOG
H
F
E
D
A
RESISTANCE
PULSE DURATION
PULSE FREQUENCY
PNEUMATIC
CURRENT
R
PD
PF
P
I
INACCESSIBLE)
MOUNTED (OPERATOR
REAR-OF-PANEL
ACCESSIBLE)
(OPERATOR
PANEL MOUNTED
AFTER POWER FAILURE).
ON RETURN OF POWER
DEVICE WILL NOT RESTART
SWITCHES (CONTROLLED
MOMENTARY CONTACT
STOP-START HAND SWITCH
SIGNAL INTERFACE
N=1,2,3,ETC
LINE CONTINUATION
PROCESS OR SIGNAL
EXTERNAL TO PROJECT
OR FROM PROCESS
INTERFACE TO
BYPASS PROCESS
(2) 3(2)
TYPICAL BREAK
FACILITY BOUNDARY
BUILDING OR
EQUIPMENT
PACKAGE SYSTEM
(B)
(A)
TOTAL OF 6 SIGNALS.
2 SIGNALS EACH.
3 TYPICAL SETS OF
TOTAL OF 2 SIGNALS
(ON/OFF, ETC.)
DISCRETE
ALTERNATE FLOW STREAM)
DASHED LINE INDICATES
(CLOSED CONDUIT,
PRIMARY PROCESS
F
NON -CONNECTING LINES
SUCCEEDING -LETTERSFIRST- LETTER
(4 TO 20 mA, ETC.)
ANALOG SIGNAL
ETHERNET CONNECTION
SCADA AREA CODE
AC-DD-LPN-UNS
S
UN
LPN
DD
AC
THE SAME LOOP AND UNIT NUMBER)
MULTIPLE DEVICES WITH
SET LETTER (USED WHEN THERE ARE
UNIT NUMBER
LOOP NUMBER
(SEE ABBREVIATION SHEET)
DEVICE ABBREVIATION
SCADA AREA CODE
S
D
A
SOURCE DRAWING NO.
DESTINATION DRAWING NO.
INTERFACE LETTER
SCADA AREA CODES
6.
5.
4.
3.
2.
1.
THIS INFORMATION MAY BE USED ON THE PROJECT.
THIS IS A STANDARD LEGEND. THEREFORE, NOT ALL OF
FIELD COMPONENTS AND INSTRUMENTS.
DIVISION 23, SPECIFICATION 23 09 13, HVAC CONTROLS
A LETTER "H" (*H) ARE TO BE PROVIDED UNDER
COMPONENTS SHOWN WITH A SINGLE ASTERISK AND
IMPELLER CENTRIFUGAL PUMPS.
SPECIFICATION 44 42 56.12, INDUCED FLOW RECESSED
A LETTER "M" (*M) ARE TO BE PROVIDED UNDER
COMPONENTS SHOWN WITH A SINGLE ASTERISK AND
THE SECURITY SYSTEM.
A LETTER "S" ( S) ARE TO BE PROVIDED AS PART OF
COMPONENTS SHOWN WITH A SINGLE ASTERISK AND
DIVISION 26, ELECTRICAL.
ASTERISK ( ) ARE TO BE PROVIDED UNDER
COMPONENTS AND PANELS SHOWN WITH A DOUBLE
PACKAGE SYSTEM.
ASTERISK ( ) ARE TO BE PROVIDED AS PART OF A
COMPONENTS AND PANELS SHOWN WITH A SINGLE
AIR BLAST
16 - BIOSOLIDS BUILDING
15 - SITE
14 - CONTROL BUILDING
10 - EXPORT PUMP STATION
09 - EFFLUENT PUMP STATION
08 - CHLORINE CONTACT BASIN
07 - CHEMICAL BUILDING
06 - TERTIARY FILTERS
05 - RAS/WAS PUMP STATION
04 - SECONDARY CLARIFIERS
03 - BLOWER BUILDING
02 - OXIDATION DITCHES
01 - HEADWORKS AND SCREENING
SINGLE MODE FIBERSMFO
MMFO MULTIMODE FIBER
UNLESS OTHERWISE NOTED
ETHERNET / CAT 6,
BLOCK DIAGRAM LINE LEGEND
GENERAL SHEET NOTES
HS
YL
FIT
FY
I/P
OO
OO
HS
SS
ELECTRICAL
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1"0 c
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R A
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J P
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D E
VALVE SYMBOLS
GATE
KNIFE GATE
BUTTERFLY
GLOBE
BALL
VEE-BALL
PLUG
DIAPHRAGM
PINCH
NEEDLE
SWING CHECK
BALL CHECK
ROTARY
TELESCOPE
SAMPLE
PRESSURE RELIEF
PRESSURE CONTROL
ANGLE GATE
MUD
GATE SYMBOLS
SLUICE
BUTTERFLY FLAP
ACTUATOR SYMBOLS
MANUALELECTRIC MOTOR
SOLENOID
NOTE:
XX:
AIR GAP
DRIP TRAP
PIG INSERT POINT
PIG CATCH POINT
SEAL WATER SET
WATER PURGE SET
FLUSHING CONNECTION
FLEXIBLE CONNECTION
AERATOR
DIAPHRAGM SEAL
ANNULAR DIAPHRAGM SEAL
MISCELLANEOUS SYMBOLS
A
AIR PURGE SET
PRIMARY ELEMENT SYMBOLS
PARSHALL FLUME
WEIR
FLOW TUBE
PITOT-STATIC
VORTEX METER
ROTAMETER
DENSITY METER
GENERIC
LEVEL (FLOAT)
XX
SCREW CONVEYOR
MIXER
AND
A
B C
A
B C
FFLCPLLLX
PUMP AND COMPRESSOR SYMBOLS
DIAPHRAGM PUMP
PISTON PUMP
EJECTOR
ROTARY PUMP
(FOR REFERENCE ONLY. SEE SITE AND MECHANICAL DRAWINGS)
VACUUM PUMP
SCREW PUMP
V
S
M
S
I
I
OR
M
V
T
AP
F
S
WP
SS
S
TV
TV
KEY LOCK VALVE
KL
LINE SIZE AND FLOW STREAM IDENTIFICATION
18" FSID
IN INCHES
DIAMETER
PIPE
SCHEDULE)
(SEE PIPING
IDENTIFICATION
FLOW STREAM
(ULTRASONIC)
LEVEL
(RADAR)
LEVEL
CONSTANT SPEED (TWO SPEED)
CONSTANT SPEED (SINGLE SPEED)
ADJUSTABLE SPEED
CS-2
CS
AS
HYDRAULIC)
(PNEUMATIC, ELECTRICAL, OR
ON LOSS OF PRIMARY POWER
DISCONNECT
ECCENTRIC PLUG
SEAT PORT
PREVENTER
BACKFLOW
VACUUM RELEASE
AIR AND/OR
(CLAY-TYPE)
PRESSURE REGULATION
REGULATED SIDE
INDICATED FLOW PATTERN.
PORTS ARE IMPLIED BY
SYMBOL SHOWN.) SEAT
APPROPRIATE VALVE
OTHER VALVE TYPES,
(GATE VALVE SHOWN. FOR
MULTI-PORT VALVE
SLIDE GATE STOP LOG
SHEAR
OR DOUBLE ACTING
SPRING-OPPOSED, SINGLE
PNEUMATIC DIAPHRAGM
POSITIONER
VALVE
PRESSURE
DIFFERENTIAL
DIAPHRAGM,
BY ONE INPUT
ACTING ACTUATED
SINGLE OR DOUBLE
PNEUMATIC CYLINDER
FLP
FC
FO
FAIL TO LAST POSITION
FAIL CLOSED
FAIL OPEN
FLOW METER
ULTRASONIC
FLOW METER
ELECTROMAGNETIC
TURBINE METER
PROPELLER OR
FLOW METER
THERMAL
(BUBBLER TUBE)
LEVEL
ATMOSPHERE
VENT TO
FLAME TRAP
BLIND FLANGE
PIPE CAP
COMPOSITE SAMPLER
CALIBRATION COLUMN
INLINE SILENCER
STRAINER
AIR SUPPLY
SELF CONTAINED
FILTER
BASKET STRAINER
DAMPENER
PULSATION
CHAMBER
EXPANSION
60 HZ POWER
120 VOLT,
60 HZ POWER
480 VOLT,
IN PSIG.
XX = SUPPLY PRESSURE
AIR SET
PLUG
RECEPTACLE
(VACUUM)
RUPTURE DISK
(PRESSURE)
RUPTURE DISK
TV MONITOR
TV CAMERA
MECHANISM
SKIMMING
CONTROL DIAGRAMS
INTERLOCK, SEE
OR
RADIO ANTENNA
ELECTRIC MOTOR
IF A OR B THEN C
LOGIC ELEMENT:
IF A AND NOT B THEN C
LOGIC ELEMENT:
DRAWING
ON SAME OR OTHER
PANEL CONTINUED
PANEL OUTLINE
PANEL NAME
POINT
VOICE COMMUNICATION
PUMP (DRY PIT)
CENTRIFUGAL
PUMP OR TURBINE PUMP
CENTRIFUGAL WET PIT
(POSITIVE DISPLACEMENT)
METERING PUMP
RECIPROCATING OR
(POSITIVE DISPLACEMENT)
GEAR PUMP OR BLOWER
(CENTRIFUGAL)
COMPRESSOR
(PISTON)
COMPRESSOR
(CENTRIFUGAL)
BLOWER OR FAN
SUMP PUMP
SUBMERSIBLE
XX:
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
CI
UNION
CI
PIPE DIFFUSER
CHEMICAL INJECTION
CHEMICAL INJECTION
CAVITY PUMP
PROGRESSING
ORIFICE PLATE
TE TERMINAL ENCLOSURE
ISB INTRINSIC SAFETY BARRIER
120V
480V
PERISTALTIC PUMP
TRANSDUCER
PRESSURE
SUBMERSIBLE
BACKDRAFT DAMPER
PARALLEL BLADE DAMPER
OPPOSED BLADE DAMPER
BLOCK DIAGRAM LEGEND
(X) B
(X) S
= DATA PORT, RJ-45, (SCADA)
= DATA PORT, COAX
= DATA PORT, HDMI
= ETHERNET TAPETAP
SA = SURGE ARRESTOR
= GROUND
= WIRELESS ACCESS POINTWAP
= DATA PORT, RJ-45, COUNTY BUSINESS
HMI
OIT
WORKSTATION
FIELD DEVICES & IO
NETWORK SWITCH
SCADA OR BUSINESS
NETWORK SWITCH
SERVER
PLC
HMI WORKSTATION
PANEL MOUNTED
TERMINAL
OPERATOR INTERFACE
MONITOR
WALL MOUNT
DESKTOP MONITOR
SCADA OR BUSINESS
CORE NETWORK SWITCH
FIREWALL
AS NOTED
PATCH PANEL,
COPPER OR FIBER
TRANSMITTER
RADAR LEVEL
DE
XX
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C
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BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
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C M
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DESIGN CRITERIA
INSPECTION AND TESTING
GENERAL INFORMATION
FOUNDATIONS
FORMWORK, SHORING, AND BRACING
CONCRETE REINFORCING
S
DS
D1
30 KCF
0.47
2.5 (2.0 W/ SEISMIC)
0.44 (0.64 W/ SEISMIC)
0.25 (0.4 W/ SEISMIC)
200 PSF
NA
INFROST DEPTH:11.
PCFNATIVE SOIL UNIT WEIGHT
MODULUS OF SUBGRADE REACTION
COEFFICIENT OF FRICTION:
PASSIVE, Kp
AT REST, Ko
ACTIVE, Ka
EARTH PRESSURE COEFFICIENTS:
VERTICAL SURCHARGE:
PCF (250 PCF W/ SEISMIC)PASSIVE:
PCF (83 PCF W/ SEISMIC)AT REST:
PCF (52 PCF W/ SEISMIC)ACTIVE:
EQUIVALENT DRAINED FLUID PRESSURES (ABOVE GW):
NORMAL HIGH GW
GROUND WATER (GW) ELEVATION:
PSF NET ALLOWABLE SOIL BEARING PRESSURES:
SOIL DESIGN PARAMETERS:10.
PERCENT OF THE 28-DAY COMPRESSIVE STRENGTH AS DETERMINED BY FIELD CYLINDER BREAKS.
TEMPORARY SHORING SHALL REMAIN IN PLACE UNTIL ELEVATED CONCRETE FLOOR OR SLABS HAVE REACHED 80 2.
REQUIRED TO SAFELY PERFORM THE WORK SHOWN.
ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND OTHER WORK AIDS
STRUCTURES DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR WORK RELATING TO CONSTRUCTION
DESIGN SHOWN DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT FOR STABILITY OF THE
STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR STABILITY UNDER FINAL CONDITIONS ONLY. 1.
STEEL REINFORCEMENT.
DEVELOPMENT LENGTH IS THE DISTANCE PAST THE FURTHEST INTERSECTING LAYER OF 4.
3500 PSI CONCRETE IS USED, INCREASE ABOVE LENGTHS BY 7 PERCENT.
WHERE 3000 PSI CONCRETE IS USED, INCREASE ABOVE LENGTHS BY 16 PERCENT. WHERE 3.
HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS.
12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY SINGLE POUR.
TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 2.
REQUIRED FOR CONCRETE COVER LESS THAN 2”.
LAP LENGTHS ARE BASED ON MINIMUM CONCRETE COVER OF 2”. LONGER LENGTHS ARE 1.
#3 #4 #5 #6 #7 #8 #9 #10 #11
2' - 5"
3' - 1"
3' - 0"
3' - 11"
4' - 0"
5' - 2"
3' - 1"
4' - 1"
3' - 11"
5' - 1"
5' - 2"
6' - 9"
1' - 0"
1' - 0"
1' - 0"
1' - 0"
1' - 0"
1' - 0"
1' - 0"
1' - 3"
1' - 0"
1' - 3"
1' - 0"
1' - 3"
1' - 0"
1' - 3"
1' - 0"
1' - 3"
1' - 0"
1' - 3"
1' - 3"
1' - 8"
1' - 3"
1' - 8"
1' - 3"
1' - 8"
1' - 3"
1' - 7"
1' - 3"
1' - 7"
1' - 3"
1' - 8"
1' - 7"
2' - 1"
1' - 7"
2' - 1"
1' - 8"
2' - 2"
1' - 6"
1' - 11"
1' - 6"
1' - 11"
1' - 10"
2' - 4"
1' - 11"
2' - 5"
1' - 11"
2' - 5"
2' - 4"
3' - 1"
2' - 1"
2' - 9"
2' - 4"
3' - 0"
3' - 1"
4' - 0"
2' - 9"
3' - 7"
3' - 0"
3' - 11"
4' - 0"
5' - 2"
3' - 0"
3' - 10"
3' - 10"
4' - 11"
5' - 1"
6' - 7"
3' - 10"
5' - 0"
4' - 11"
6' - 5"
6' - 7"
8' - 6"
3' - 8"
4' - 9"
4' - 10"
6' - 3"
6' - 5"
8' - 4"
4' - 9"
6' - 2"
6' - 3"
8' - 1"
8' - 4"
10' - 10"
4' - 5"
5' - 8"
5' - 11"
7' - 8"
7' - 11"
10' - 3"
5' - 8"
7' - 5"
7' - 8"
10' - 0"
10' - 3"
13' - 4"
GRADE 60 REINFORCING STEEL
CONCRETE DESIGN STRENGTH = 4,000 PSI MIN
6">SPACING
SPACING = 4"
SPACING = 3"
MINIMUM DEVELOPMENT LENGTH
6">SPACING
SPACING = 4"
SPACING = 3"
LAP SPLICE LENGTH
BAR SIZE
OTHER BAR
TOP BAR
OTHER BAR
TOP BAR
OTHER BAR
TOP BAR
OTHER BAR
TOP BAR
OTHER BAR
TOP BAR
OTHER BAR
TOP BAR
1.5
D
D
STRUCTURES HAVE BEEN ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURES OF ASCE 7.
= IMPORTANCE FACTOR, Ie
= SEISMIC DESIGN CATEGORY
= SITE CLASS
.47g= S
.63g= S
DESIGN SPECTRAL RESPONSE ACCELERATIONS
.31g= S
.68g= S
MAPPED SPECTRAL RESPONSE ACCELERATIONS
SEISMIC LOADS:9.
ASD
CODE (IBC)
2025 OREGON STRUCTURAL SPECIALTY CODE (OSSC) (2024 INTERNATIONAL BUILDING
PROCEDURE
MWFRS DIRECTIONAL
100 PSF
L/360SNOW AND RAIN LOAD
L/360LIVE AND RAIN LOAD
L/240TOTAL LOAD
DEFLECTION CRITERIA FOR CONTRACTOR DESIGNED ROOF FRAMING MEMBERS:
THE CITY
= +/- INTERNAL PRESSURE COEFFICIENT, GCpi
= EXPOSURE CATEGORY
1 MPH= ALLOWABLE STRESS DESIGN WIND SPEED, V
MPH= BASIC WIND SPEED (3-SECOND GUST)
= ASCE 7 METHOD
WIND LOADS:8.
IVRISK CATEGORY:7.
WALKWAYS AND ELEVATED PLATFORMS
100 PSFCORRIDORS, EXITS, STAIRS
200 PSFPROCESS AREAS
FLOOR LIVE LOADS:6.
IBC. STRUCTURES HAVE BEEN DESIGNED FOR REDUCED ROOF LIVE LOADS IN ACCORDANCE WITH THE
PSF= LIVE LOAD
PSF= MINIMUM FLAT ROOF SNOW LOAD, Pf
= SLOPE FACTOR, Cs
= THERMAL FACTOR, Ct
= SNOW EXPOSURE FACTOR, Ce
PSF= GROUND SNOW LOAD, Pg
ROOF LOADS:5.
PSF= MISC. MECHANICAL AND ELECTRICAL
SUPERIMPOSED:
SELF WEIGHT
DEAD LOADS:4.
LOADS SHOWN ARE SERVICE LEVEL (UNFACTORED) UNLESS SPECIFICALLY NOTED OTHERWISE.3.
REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS.2.
OF ASHLAND AND OTHER APPLICABLE LOCAL AGENCIES. ), AS AMENDED BY
APPLICABLE CODE: 1.
0.18
C
34.4
1.0
1.2
1.0
SPECIAL INSPECTIONS, COORDINATION, SUPERVISION, OR SAFETY AT THE JOB SITE.
ENGINEER IS GUARANTOR OF CONSTRUCTOR’S WORK, NOR RESPONSIBLE FOR THE COMPREHENSIVE OR
VISITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN ANY WAY MEAN THAT 6.
OR APPROVED IN WRITING BY THE ENGINEER.
DO NOT CUT OR MODIFY STRUCTURAL MEMBERS FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED 5.
COORDINATE PIPING OPENINGS WITH OTHER DISCIPLINE DRAWINGS.
DRAWINGS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO PLACING SLABS, WALLS AND FOUNDATIONS.
FOR NUMBER, TYPE, SIZE, ARRANGEMENT, AND/OR LOCATION OF EQUIPMENT PADS, SEE OTHER DISCIPLINE 4.
TO CONSTRUCTION OF THESE ELEMENTS.
VERIFY FINAL OPENING DIMENSIONS IN WALLS, SLABS, AND DECKS WITH OTHER DISCIPLINE DRAWINGS PRIOR 3.
THROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT.
DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING 2.
DISTRIBUTED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME).
FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38 “ABBREVIATIONS AND ACRONYMS": PUBLICATION AS 1.
TO STARTING WORK.
NOTIFY ENGINEER IF CONDITIONS VARY FROM THAT SHOWN PRIOR AFFECTED BY THE EXISTING STRUCTURE.
ELEVATIONS AND DETAILING OF THE EXISTING STRUCTURES PRIOR TO UNDERTAKING ANY WORK THAT IS
REPRESENT THE AS-CONSTRUCTED CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS, CONSTRUCTION SHOWN REFLECTS AVAILABLE EXISTING DESIGN DOCUMENTS, AND DOES NOT NECESSARILY
INFORMATION (DETAILING, DIMENSIONS, CONFIGURATIONS, AND ELEVATIONS, ETC.) OF EXISTING 7.
01-G-0011.00010 TO
01-G-0REFER TO DRAWINGS AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS. SECTIONS 110 AND 1704
SPECIAL INSPECTION, TESTING AND OBSERVATION (OWNER FURNISHED) IS REQUIRED IN ACCORDANCE WITH IBC 4.
PROJECT, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONFORMANCE TO SPECIFICATIONS, AND SUBMITTED FOR REVIEW PRIOR TO ACCEPTANCE FOR USE ON THE
SPECIFIED LABORATORY TEST MIXES AND SIMILAR TEST RESULTS TO VERIFY MATERIAL QUALITY AND 3.
DURING CONSTRUCTION WILL BE OWNER FURNISHED.
UNLESS OTHERWISE SPECIFIED, MASONRY AND OTHER MATERIAL TESTING RELATED TO SPECIAL INSPECTION 2.
BUILDING OFFICIAL. THE CONTRACTOR SHALL SCHEDULE BOTH INSPECTIONS.
SPECIAL INSPECTION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR INSPECTIONS REQUIRED BY THE 1.
ATTAINED 100 PERCENT OF ITS SPECIFIED 28-DAY COMPRESSIVE STRENGTH.
NO BACKFILL SHALL BE PLACED BEHIND CANTILEVERED, FREE TOP WALLS UNTIL THE CONCRETE HAS 6.
DIAPHRAGMS, HAVE BEEN COMPLETED.
COMPRESSIVE STRENGTH, OR UNTIL TOP-OF-WALL FRAMING SYSTEMS, INCLUDING STEEL OR WOOD AND TOP SUPPORTING SLAB’S CONCRETE HAS ATTAINED 80 PERCENT OF THEIR SPECIFIED 28-DAY NO BACKFILL SHALL BE PLACED BEHIND WALLS UNTIL THE WALL'S CONCRETE HAS ATTAINED 100 PERCENT 5.
IF THE ACTUAL EXPOSED SUBGRADE IS AS ANTICIPATED BY THE SITE SPECIFIC TEST PITS.
DESIGNEE PRIOR TO PLACEMENT OF FORMWORK OR REINFORCING STEEL. THE OBSERVATION SHALL VERIFY FOUNDATION BEARING SURFACES SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER OR QUALIFIED 4.
UNLESS OTHERWISE SHOWN. ON FILL SHALL BEAR ON 8 INCHES MINIMUM OF COMPACTED GRANULAR FILL FOUNDATION SLABS, SLABS-ON-GROUND AND WALL AND COLUMN FOUNDATIONS SPECIFICALLY NOTED TO BE 3.
STRUCTURES, ROADS, UTILITIES, ETC.
EXCAVATIONS SHALL BE SHORED OR SLOPED TO PREVENT SUBSIDENCE AND DAMAGE TO ADJACENT EXISTING 2.
BIDDING.
. ONLY GEOTECHNICAL DATA CONTAINED IN THE REPORT MAY BE USED FOR MAY 29, 2026ENGINEERING DATED
BY JACOBS FOR THE ASHLAND WASTEWATER TREATMENT PLANT HEADWORKS UPGRADE REPORT
FOR ENCOUNTERED SOIL CONDITIONS FROM EXPLORATIONS, REFER TO FINAL GEOTECHNICAL ENGINEERING 1.
REQUIREMENTS:
REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING MINIMUM 12.
REFER TO OPENING REINFORCING DETAILS 0330-001 AND 0330-002 AT CONCRETE OPENINGS. 11.
GROUND DURING CONCRETE PLACEMENT IS NOT PERMITTED.
SUPPORTS WITH SPACERS TO KEEP REINFORCING ABOVE THE PREPARED GRADE. LIFTING REINFORCING OFF
REINFORCING STEEL FOR FOOTINGS AND SLABS-ON-GROUND SHALL BE ADEQUATELY SUPPORTED ON BAR 10.
REINFORCING STEEL SHOWN OR REQUIRED BY NOTES ABOVE.
MATCHING DOWELS AT WALL ENDS, CORNERS AND INTERSECTIONS WITH SIZE TO MATCH TYPICAL VERTICAL
LAP WITH TOP SLAB REINFORCEMENT. PROVIDE A MINIMUM OF FOUR FULL HEIGHT VERTICAL BARS WITH
LAP VERTICAL WALL BARS WITH DOWELS FROM BASE SLABS AND EXTEND INTO TOP FACE OF ROOF SLABS AND 9.
CONTINUOUS THROUGH COLUMNS OR PILASTERS FOOTINGS.
REINFORCEMENT SHALL BE LAPPED WITH CORNER BARS. WALL FOOTING REINFORCEMENT SHALL BE
FOOTINGS AND LAPPED ON THE OPPOSITE FACE OF THE CONNECTING FOOTING. OUTSIDE FACE WALL FOOTING
WALL FOOTING CORNER AND INTERSECTION REINFORCEMENT BARS SHALL BE EXTENDED INTO CONNECTING 8.
LAPPED ON THE OPPOSITE FACE OF THE CONNECTING WALLS, AS INDICATED IN DETAIL 0330-003.
THROUGH COLUMNS OR PILASTERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING WALLS AND
WALL CORNER AND WALL INTERSECTION REINFORCEMENT BARS SHALL BE CONTINUOUS AROUND CORNERS AND 7.
25.3.2 OF ACI 318.
WITH TABLE 25.3.1 OF ACI 318. STANDARD HOOKS FOR STIRRUPS, TIES, AND HOOPS SHALL CONFORM WITH TABLE
UNLESS OTHERWISE NOTED, 90- THROUGH 180-DEGREE HOOKS SHALL BE STANDARD HOOKS THAT CONFORM 6.
HORIZONTAL WALL REINFORCING SHALL LAP WITH THE CORNER HORIZONTAL REINFORCING.
SIZES AND SPACINGS SHALL BE AS SHOWN ON THE DRAWINGS AND REFERENCED TO THIS DETAIL. TYPICAL
REFER TO WALL CORNER AND WALL INTERSECTION REINFORCING DETAIL 0330-003. WALL CORNER REINFORCING 5.
2 1/2"BEAM AND COLUMN PRIMARY REINFORCING
2”BEAM STIRRUPS AND COLUMN TIES
2”WALLS AND SLABS
CONCRETE EXPOSED TO EARTH, LIQUID, WASHDOWN, OR WEATHER:
1 1/2"BEAM STIRRUPS AND COLUMN TIES
3/4"WALLS, SLABS AND JOISTS
INTERIOR, DRY, HUMIDITY CONTROLLED AREAS:
3”EXPOSED TO OZONE OR OZONATED WATER:
3”WHEN CAST AGAINST EARTH:
CONCRETE COVER FOR REINFORCING, UNLESS SHOWN OTHERWISE, SHALL BE:4.
DETAILS ON THE DRAWINGS OR BY THE SPECIFICATIONS.
PROVIDE LARGER SIZES AND MORE REINFORCING IN SECTIONS OF CONCRETE WHERE REQUIRED BY THE
EACH FACE#5@12”12”
EACH FACE#4@12”10”
CENTERED#5@12”8”
CENTERED#4@12”6”
LOCATION REINF EACH WAYTHICKNESS
MINIMUM REINFORCING FOR CONCRETE WALLS AND SLABS SHALL BE AS FOLLOWS:3.
STANDARD PRACTICE” AND ACI 301 “SPECIFICATIONS FOR CONCRETE CONSTRUCTION”.
FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1 “MANUAL OF 2.
WITH WRITTEN PERMISSION FROM ENGINEER)
ASTM A706, GRADE 60 (WELDING IS ONLY PERMITTED WELDED:
ASTM A615, GRADE 60TYPICAL:
REINFORCING STEEL:1.
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CAST IN PLACE CONCRETE
PATCH FORM TIE HOLES IN ACCORDANCE WITH DETAILS 0310-051 OR 0310-052.8.
DRAWINGS.
DO NOT PLACE CONDUIT PARALLEL TO BEAM OR COLUMN REINFORCEMENT UNLESS SPECIFICALLY INDICATED IN 7.
CONCRETE SHALL BE EMBEDDED IN THE CONCRETE.
NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE 6.
INSERTS PRIOR TO PLACEMENT OF CONCRETE.
COORDINATE PLACEMENT OF OPENINGS, PIPE PENETRATIONS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS AND 5.
CONCRETE.
ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS AS SPECIFIED PRIOR TO…
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