Drawings-Volume 1.pdf

A B C D E F G H I J K L M N

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HEADQUARTERS

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AND

N N N

LOCATION MAP VICINITY MAP AREA MAP2 2

NTS NTS NTS

REVISION DESCRIPTION STD CHKREV NO. REV DATE DWN APP FUNC CHKBY APP EWEB WORK ORDER NO.

1901058GENERATION SYSTEMS

CARMEN-SMITH PROJECT

LOAD BANK STATION

TITLE SHEET, VICINITY AND LOCATION MAPS

DES CS NMW NMW

BLACK &VEATCH SCALE: NONEJacobs i ■

DWN CS NMW NMW DATE: NOVEMBER 2024

EWEB STANDARDS CHECK DWG NO:

D-37728-G01Black & Veatch Corporation Portland, Oregon LINE IS 2 INCHES

REVPROJECT SHEET NO:AT FULL SIZE

(IF NOT 2" - SCALE ACCORDINGLY) 1

B C D E F GA H I J K L M N

GENERAL ELECTRICAL

ELECTRICAL - LEGENDS & ABBREVIATIONSD-37728-E00AD-37728-G01 TITLE SHEET, VICINITY AND LOCATION MAPS

ELECTRICAL - TAG NUMBERING SCHEMED-37728-E00BD-37728-G02 INDEX TO DRAWINGS

ELECTRICAL - SITE PLAND-37728-E01D-37728-G04 ABBREVIATIONS - 1

ELECTRICAL - PLAN VIEW - GENERATOR DECKD-37728-E02D-37728-G05 ABBREVIATIONS AND LEGEND - 28 8ELECTRICAL - ELEVATION VIEW - GENERATOR DECKD-37728-E03D-37728-G06 CIVIL AND EROSION CONTROL LEGEND

ELECTRICAL - PLAN VIEWD-37728-E04D-37728-G07 GENERAL STRUCTURAL NOTES

ELECTRICAL - SECTIONSD-37728-E05D-37728-G08 GENERAL STRUCTURAL NOTES AND STATEMENT OF SPECIAL INSPECTIONS PLAN ELECTRICAL - ARRANGEMENT - TRANSFORMER 3D-37728-E06D-37728-G09 STRUCTURAL STATEMENT OF SPECIAL INSPECTIONS PLAN - 1 ELECTRICAL - ARRANGEMENT - SWITCHGEAR BUILDINGD-37728-E07D-37728-G10 STRUCTURAL STATEMENT OF SPECIAL INSPECTIONS PLAN - 2 ELECTRICAL - NAMEPLATE DIAGRAM - SWITCHGEAR & PANELSD-37728-E08D-37728-G11 STRUCTURAL STATEMENT OF SPECIAL INSPECTIONS PLAN - 3

ELECTRICAL - ARRANGEMENT CONTROL & COMMUNICATIONS PANELSD-37728-E09CIVIL

ELECTRICAL - SWITCHGEAR BUILDING - GROUNDING PLAN & GENERAL NOTESD-37728-E10D-37728-C01 SITE ACCESS AND SURVEY CONTROL PLAN ELECTRICAL - GROUNDING PLAND-37728-E11D-37728-C02 EROSION AND SEDIMENT CONTROL PLAN

ELECTRICAL - GROUNDING DETAILS - SHEET 1D-37728-E12D-37728-C03 DEMOLITION PLAN

ELECTRICAL - GROUNDING DETAILS - SHEET 2D-37728-E13D-37728-C04 OVERALL SITE PLAN

ELECTRICAL - GROUNDING DETAILS - SHEET 3D-37728-E147 7D-37728-C10 LOCATION AND YARD PIPING PLAN

ELECTRICAL - SWITCH & BUS DETAILSD-37728-E15D-37728-C11 GRADING PLAN

ELECTRICAL - SINGLE-LINE METERING & RELAYINGD-37728-E21AD-37728-C12 PEGGY CREEK GEOLOGICAL WASTE SITE STOCKPILE GRADING PLAN ELECTRICAL - SINGLE-LINE & PANEL SCHEDULE - 208/120VAC POWER PANELSD-37728-E21BD-37728-C20 PROFILE ELECTRICAL - SCHEMATIC DIAGRAM- LOAD BANK CONTROL - SHEET 1D-37728-E22AD-37728-C21 WATER LINE PROFILE ELECTRICAL - SCHEMATIC DIAGRAM- LOAD BANK CONTROL - SHEET 2D-37728-E22BD-37728-C30 SECTIONS

D-37728-E22C ELECTRICAL - SCHEMATIC DIAGRAM- LOAD BANK CONTROL - SHEET 3D-37728-C50 DETAILS ELECTRICAL - SCHEMATIC DIAGRAM- LOAD BANK CONTROL - SHEET 4D-37728-E22DD-37728-C90 STANDARD DETAILS ELECTRICAL - SCHEMATIC DIAGRAM- LOAD BANK CONTROL - SHEET 5D-37728-E22ED-37728-C91 STANDARD DETAILS ELECTRICAL - THREE- LINE DIAGRAM - 11.5KV LOAD BANK SWITCHGEARD-37728-E24D-37728-C92 STANDARD DETAILS ELECTRICAL - THREE-LINE DIAGRAM - 11.5KV LOAD BANK SWITCHGEAR BUSD-37728-E25STRUCTURAL - TRANSMISSION LINE

ELECTRICAL-SCHEMATIC (PCB 1001) - 115KV BREAKER

ELECTRICAL - SCHEMATIC (PCB 1040) - 11,5KV MAIN BREAKER

ELECTRICAL-SCHEMATIC (PCB 1041)- 11.5KV FEEDER BREAKER

D-37728-E26D-37728-S01 115KV TRANSMISSION LINE - GENERAL ARRANGEMENT6 6

D-37728-E27D-37728-S02 115KV TRANSMISSION LINE - PLAN AND PROFILE STA 1+00 TO 5+00

D-37728-E28AD-37728-S03 115KV TRANSMISSION LINE - STAKING TABLE

ELECTRICAL-SCHEMATIC (PCB 1042)- 11.5KV FEEDER BREAKERD-37728-E28BD-37728-S04 115KV TRANSMISSION LINE - STRINGING CHART D-37728-E28C ELECTRICAL-SCHEMATIC (PCB 1043)- 11.5KV FEEDER BREAKERD-37728-S05 115KV TRANSMISSION LINE - FRAMING DRAWING

ELECTRICAL-SCHEMATIC (PCB 1044)- 11.5KV FEEDER BREAKERD-37728-E28DD-37728-S06 115KV TRANSMISSION LINE - HARDWARE DRAWING ELECTRICAL-SCHEMATIC (PCB 1045)- 11.5KV FEEDER BREAKERD-37728-E28ED-37728-S07 115KV TRANSMISSION LINE - STRUCTURE 1 - REQUIREMENT DRAWING ELECTRICAL - SCHEMATIC LOAD BANK STATION DPAC (DPAC5)D-37728-E29AD-37728-S08 115KV TRANSMISSION LINE - STRUCTURE 1 - DETAILS

ELECTRICAL - SCHEMATIC LOAD BANK STATION DPAC (DPAC6)

ELECTRICAL - OPERATING SEQUENCE - BLOCK DIAGRAM

D-37728-E29BD-37728-S09 115KV TRANSMISSION LINE - STRUCTURE 2 - REQUIREMENT DRAWING

D-37728-E30D-37728-S10 115KV TRANSMISSION LINE - STRUCTURE 2 - DETAILS

ELECTRICAL - LOAD BANK SITE - NETWORK DIAGRAMD-37728-E31D-37728-S11 115KV TRANSMISSION LINE - STRUCTURE 3 - REQUIREMENT DRAWING ELECTRICAL - SCHEMATIC - TRANSFORMER RELAY 87T3, LOCKOUT RELAYS 86T3 AND 40AFD-37728-E32D-37728-S12 115KV TRANSMISSION LINE - STRUCTURE 3 - DETAILS ELECTRICAL - SCHEMATIC - COMM PANEL MISCELLANEOUSD-37728-E335 5D-33745-S58 SUBSTATION & SWITCHGEAR INSTALLATION - SUBSTATION 115KV STRUCTURE - LOAD BANK SH. 1 OF 3 ELECTRICAL - CONDUIT PLAND-37728-E40D-33745-S59 SUBSTATION & SWITCHGEAR INSTALLATION - SUBSTATION 115KV STRUCTURE - STAN 5 2 OF 3 ELECTRICAL - SWITCHGEAR BUILDING - RACEWAY PLAN & SECTIONSD-37728-E41D-33745-S60 SUBSTATION & SWITCHGEAR INSTALLATION - SUBSTATION 115KV STRUCTURE - STAN 5 SH. 3 OF 3 ELECTRICAL - CABLE TRAY NOTES & DETAILSD-37728-E42D-37728-S13 115KV TRANSMISSION LINE - TYPICAL STEEL POLE LADDER DETAILS ELECTRICAL - CONDUIT RISER DETAILSD-37728-E43D-37728-S14 115KV TRANSMISSION LINE - FOUNDATION ELECTRICAL - MISCELLANEOUS RACEWAY DETAILSD-37728-E44D-37728-S15 115KV TRANSMISSION LINE - BILL OF MATERIALS ELECTRICAL - LIGHTING PLAN, SCHEDULE & DETAILSD-37728-E45

STRUCTURAL - LOAD BANK STATION ELECTRICAL - CONNECTION DIAGRAM - DC POWER PANELD-37728-E50 D-37728-S20 STRUCTURAL - LOAD BANK FOUNDATION PLAN ELECTRICAL - CONNECTION DIAGRAM - 208/120VAC POWER PANELSD-37728-E51 D-37728-S21 115KV THREE PHASE BUS SUPPORT STRUCTURE - SHEET 1 OF 2 ELECTRICAL - CONNECTION DIAGRAM - 115KV PCB 1001D-37728-E52 D-37728-S22 115KV THREE PHASE BUS SUPPORT STRUCTURE - SHEET 2 OF 2 ELECTRICAL - CONNECTION DIAGRAM - CT CABLE TERMINAL BOXD-37728-E53 D-37728-S23 115KV DEADEND-SHEET 1 OF 3 ELECTRICAL - CONNECTION DIAGRAM - LOAD BANK CONTROL PANEL SH 1D-37728-E54A D-37728-S24 115KV DEADEND - SHEET 2 OF 3 ELECTRICAL - CONNECTION DIAGRAM - LOAD BANK CONTROL PANEL SH 2D-37728-E54B4 4

ELECTRICAL - CONNECTION DIAGRAM - LOAD BANK COMMUNICATION PANEL SH 1D-37728-E55AD-37728-S25 115KV DEADEND - SHEET 3 OF 3 ELECTRICAL - CONNECTION DIAGRAM - LOAD BANK COMMUNICATION PANEL SH 2D-37728-E55BD-37728-S26 BUS DUCT SUPPORT STRUCTURE - OFFSET TOP BEAM

D-37728-E55C ELECTRICAL - CONNECTION DIAGRAM - LOAD BANK COMMUNICATION PANEL SH 3D-37728-S27 BUS DUCT SUPPORT STRUCTURE - CENTERED TOP BEAM

D-37728-S28 CIRCUIT BREAKER FOUNDATION

D-37728-S29 LOAD BANK FOUNDATION

D-37728-S30 GSU TRANSFORMER & OIL CONTAINMENT PIT

D-37728-S31 GSU TRANSFORMER & OIL CONTAINMENT PIT

D-37728-S32 STATION SERVICE TRANSFORMER FOUNDATION - DETAILS

D-37728-S33 YARD LIGHTING FOUNDATION

D-37728-S34 115KV DEADEND DRILLED PIER FOUNADTION - DETAIL

D-37728-S35 SWITCHGEAR BUILDING FOUNDATION3 3

D-37728-S36 SPREAD FOOTER FOUNDATION DETAILS

2 2

REVISION DESCRIPTION CHKREV NO. REV DATE DWN STD APP FUNC CHKBY APP EWEB WORK ORDER NO.

1901058GENERATION SYSTEMS

CARMEN-SMITH PROJECT

LOAD BANK STATION

INDEX TO DRAWINGS

DES CMS MJB NMWfj-------- SCALE: NONEJacobs i ■

DWN JLP MJB NMW

DATE: NOVEMBER 2024

EWEB STANDARDS CHECK DWG NO:

D-37728-G02

LINE IS 2 INCHES

(IF NOT 2" - SCALE ACCORDINGLY) 2

BOTTOM OF DUCT

BOTTOM OF PIPE

BOTTOM

BACK PRESSURE VALVE, BYPASS VALVE

BEARING

BREAK, BRICK

BLACK STEEL PIPE

BOLT

BYPASS TRANSITION STRUCTURE

BRITISH THERMAL UNIT

BALL VALVE, BLOCK VENT,

BUTTERFLY VALVE

BEGINNING OF VERTICAL CURVE

BACK WATER VALVE

CRS COLD ROLLED STEEL

CONSTRUCTION ROAD STABILIZATION

CORRUGATED STEEL PIPE

CERAMIC TILE

CURRENT TRANSFORMER

COMPUTER TERMINAL CABINET

CENTER

CONTROL JOINT

CENTERED

COUNTERSUNK

COPPER, CUBIC

CUBIC FOOT

CUBIC INCH

COPPER TUBING, HARD DRAWN

CULVERT

CHECK VALVE

COOLING WATER

CABINET DOOR MOUNTED WASTE RECEPTACLE

CUBIC YARD

CYLINDER

CLEAN WATER SERVICES

DEEP, DRAIN

PENNY NAIL SIZE

DUAL ACTION

DOUBLE ACTING DOOR

DATA ACQUISTION SYSTEM

DIRECT BURY

DEFORMED BAR ANCHOR

DIAMETER AT BREAST HEIGHT

DOUBLE

DIRECT CURRENT

DIGITAL EXCITATION CONTROL SYSTEM

DEGREE

DETAIL

DOUGLAS FIR, DRINKING FOUNTAIN

DROP INLET

DOOR GRILL

DOUBLE HUNG

DUCTILE IRON

DIAMETER

DIAGONAL

DIAPHRAGM

DIFFUSER, DIFFERENTIAL

DUCTILE IRON PIPE

DIRECTION

DISCHARGE

DISPENSER

DEAD LOAD

DROP MANHOLE

DOWN

DISSOLVED OXYGEN, DITTO

DIRECT-ON-LINE

DISTRIBUTION PANEL

DOOR, DRAIN

DOWNSTREAM

DOWNSPOUT, DRENCH SHOWER AND EYE WASH

DRAIN TILE

DRAWING

DOWEL

DRIVEWAY

DELTA

ESCAASHTO AMERICAN ASSOCIATION OF STATE

HIGHWAY AND TRANSPORTATION OFFICIALS

AIR, AMMETER, AMPERE, AWNINGS,

AUTOMATIC

ANCHOR BOLT, ABOVE

ABBREVIATION

ABANDON

ABSOLUTE TEMPERATURE

ACOUSTICAL, ACOUSTICAL CEILING,

ALTERNATING CURRENT, AIR CONDITIONING,

ASPHALTIC CONCRETE

ACCESS FLOORING

AMERICAN CONCRETE INSTITUTE

ACOUSTICAL CONCRETE MASONRY

UNIT, ACOUSTICAL CMU

ACOUSTICAL PANELS,

ASPHALTIC CONCRETE PAVEMENT

ACOUSTICAL

ACOUSTICAL TILE

AREA DRAIN

ADDITIONAL

ADHESIVE

ADJACENT, ADJUSTABLE

AVERAGE DRY WEATHER

ADJUSTABLE FREQUENCY DRIVE

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ACOUSTICAL, ACOUSTICAL GLASS

AGGREGATE

ANCHOR

AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ADJUSTABLE

ALUMINUM

ALKALINITY

ALTERNATE, ALTITUDE

AUTO-MANUAL, CURRENT METER

AMBIENT

ACOUSTICAL METAL ROOF DECKING

ANODIZE

AMERICAN NATIONAL STANDARDS INSTITUTE

AMERICAN PETROLEUM INSTITUTE

APPROVED

APPROXIMATE

APPURTENANCES

ARCHITECTURAL

ANALOG RELAY

ABUSE RESISTANT WALL BOARD

AS SELECTED, CURRENT SWITCH

AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

ASPHALT

AMERICAN SOCIETY FOR TESTING

AND MATERIALS, ASTM INTERNATIONAL

CURRENT TRANSMITTER

ATMOSPHERE

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AUXILIARY

AIR VACUUM AND AIR RELEASE VALVE

AVERAGE

AUTOMATIC VOLTAGE REGULATOR

AMERICAN WOOD PROTECTION ASSOCIATION

AMERICAN WELDING SOCIETY, ATTRATION

WATER SUPPLY

AMERICAN WATER WORKS ASSOCIATION

WET WEATHER AVERAGE

BELL AND SPIGOT

BACK OF WALL, BACK OF WALK

BELL

BALANCE

BEGIN CURVE, BOLT CIRCLE, BETWEEN

CENTERS, BACK OF CURVE

BEGIN CURB RETURN

BOARD

BOUNDARY

BETWEEN

BLIND FLANGE, BOTTOM FACE

BACKFLOW PREVENTER

BUTTERFLY VALVE

BRAKE HORSEPOWER

BOD EROSION AND SEDIMENT CONTROL

EXPLOSION PROOF,

ETHYLENE PROPYLENE

EQUAL

EQUALLY SPACED

EQUIPMENT

EROSION AND SEDIMENT CONTROL

EASEMENT

ESTIMATE

EMULSION TREATED BASE

ET CETERA

ELAPSED TIME METER

EVAPORATOR

END OF VERTICAL CURVE

EACH WAY, EYE WASH

ELECTRIC WATER COOLER

EXCAVATION

EXHAUST

EXTRA HEAVY

EXPANSION, EXPOSED

EXPANSION ANCHOR BOLT

EXPANSION JOINT

FUT FUTURE

FIELD VERIFY

FULL VOLTAGE NON-REVERSING

FULL VOLTAGE REVERSING

FORWARD

LOC LOCATION

LAYOUT LINE

LONGITUDINAL

LOCK-OUT STOP PUSHBUTTON

LIGHT POLE, LIGHTING PANEL,

LOCAL PANEL,

LOW PRESSURE, LAMP POST

LIQUID PROPANE GAS

LOW POINT

LATCHING RELAY, LOCAL-REMOTE,

LONG RADIUS

LABORATORY SINK

LEFT, LIGHT

LIME TREATED SOIL

LTG, LTS LIGHTS OR LIGHTING

LIGHTING TRANSFORMER

LOW WATER

LOW WATER LEVEL

LOWER

FTG FOOTING

FIXTURE UNIT, FUSE

FURRING

INSIDE AND OUTSIDE

INTERNATIONAL BUILDING CODE

INTERRUPTING CAPACITY

INDUCED DRAFT, INSIDE DIAMETER

INVERT ELEVATION

INSIDE FACE

INSULATING, INSULATING GLASS

INDICATING LIGHT

CRS EP EDGE OF PAVINGBOP FV LOLFUA CSP EPT FVNRBOT LONGFUR

CT EQL FVRBPV LOSI & 0AB

CT EQL SP

EQPT

FWDBRG IBCABBR

ABDN

LP9 CTCBRK 1CG GASCTR ESCBSP IDABS LPGG, GND GROUND

GAUGE, GAGE, GYPSUM ASSOCIATION

GALLON

GALVANIZED

GUY ANCHOR

GYPSUM BOARD, GRADE BREAK

GROOVED COUPLING

GLAZED CONCRETE, MASONRY UNITS

GENERAL, GENERATOR

GROOVED FLANGE ADAPTER

GROUND FAULT INTERRUPTER

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FAULT RELAY

GREENHOUSE

GALVANIZED IRON

GALVANIZED IRON PIPE

GLASS, GROUND LINE, GRADE LINE

GLUE LAMINATED BEAM

GLOBE VALVE

GAS METER

GUY POLE

GALLONS PER DAY

GALLONS PER HOUR

GALLONS PER MINUTE

GENERATOR PROTECTION RELAY

GLOBAL POSITION SYSTEM

GRADE

GRADE, GROUND

GRATING

GYPSUM SOFFIT BOARD

GALVANIZED STEEL PIPE

GATE VALVE

GRAVEL

GYPSUM WALLBOARD

GYPSUM

CTRJ

CTRD

CTSK

ESMTBT IEAC GA LPTESTBTS I.F.GAL LRETBBTU IGACFL GALV

GANC

CU ETCBV IL LSACI

CU FT

CU IN

ETM IN INCH LTACMU GBBVC EVAP INCANDESCENT

INCLUDE, INCLUDING

INFLUENT

INJECTIONS

INSULATION, INSULATING, INSULATED

INSPECTION

INSTANTANEOUS, INSTRUMENT

INSTRUMENT, INSTRUMENTATION

INSULATION

INTERIOR

INVERT

INLET PROTECTION, INSTRUMENTATION

PANEL, IRON PIPE

IRON PIPE SIZE

IRRIGATION

INSULATED TEMPERED GLASS

ISOLATION TRANSFORMER

INTAKE UNIT

IRRIGATION WELL

INDEPENDENT WIRE ROPE CORE

INCAND LTSGCBWVACP CUH EVC INCLGCMUC CONDUIT, CASEMENT, CENTIGRADE,

CHANNEL, CEMENT, CONTACTOR,

CONDUCTOR, CLOSE

DEGREE CELSIUS

CURB AND GUTTER

CENTER TO CENTER

CABINET, CRUSHED AGGREGATE BASE

CAPACITY

CASING TEST STATION

CATCH BASIN, CIRCUIT BREAKER, CURB

CENTER OF CIRCLE, CLOSED CIRCUIT TV,

CONTROL CABLE

CARMEN COMMUNICATIONS BUILDING

CARMEN DIVERSION

CONTROLLED DENSITY FILL

CENTRAL CONTROL PANEL

CENTRAL CONTROL SYSTEM

CONSTRUCTION ENTRANCE,

CONCRETE ENCASED

CEMENT

CURB FACE, CUBIC FOOT

CUBIC FEET PER HOUR

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

CHEMICAL

CHANGE

CHECKERED

CAST IRON

CAST IRON PIPE, CAST IN PLACE,

CULVERT INLET PROTECTION

CAST IN PLACE PIPE

CAST IRON SOIL PIPE

CONSTRUCTION JOINT

CIRCUIT

CENTERLINE

CEMENT LINED DUCTILE IRON

CHAIN LINK FENCE

CLOSET

CONTROLLED LOW STRENGTH FILL

CEILING

CLEAR, CLEARANCE

CONTROLLED LOW STRENGTH MATERIAL

CRUSHED MISCELLANEOUS BASE,

CARMEN MAINTENANCE BUILDING

CEMENT MORTAR-COATED

CEMENT MORTAR-LINED

CEMENT MORTAR-LINED AND COATED

CENTRAL MONITORING PANEL, CORRUGATED

METAL PIPE

CARMEN MAINTENANCE SHOP

CONCRETE MASONRY UNIT

COUNTER

CLEANOUT, CARBON MONOXIDE, CARMEN OFFICE

COLUMN, COLOR

COMMUNICATIONS CABLE

COMPRESSOR

CONCRETE, CONCENTRIC

CONDENSATE

CONDITIONED

CONNECTION

CONSTRUCT, CONSTRUCTION

CONTINUED, CONTINUOUS, CONTINUATION

CONTRACTOR

COORDINATE

COPPER

CORNER

CLEANOUT TO GRADE

CARMEN PLANT, CENTER PIVOT

CONTROL PANEL NO. X

COUPLING

COMPRESSOR

CONTROL POWER TRANSFORMER, CARPET

CHLORINATED PVC

CONTROL RELAY

CULV EW I NFLACST LTXGENCV EWC8 8INJSACT GFA LW*C CW EXC INSLAD GFI LWLC&G CWR EXH INSPADDL GFCI LWRC TO C CY.CU YD EX-HY INSTADH GFRCYL EXPCAB INSTM

INSUL

ADJ GHCWS EXP AB

EXP JT

EXST,EXIST EXISTING

CAP

ADW GlDCATS AFD GIP INTdCBAFF GL INVTDA EXT EXTENSION, EXTERIOR

EXTRUDED

CCAFG GLB IPDAD EXTRAG GLVCCB DAS T DEGREE FAHRENHEIT

FINISH

FLAT BAR

FUSE

FIXED

FACE TO FACE

FRAME AND COVER

FURNISH AND INSTALL

FABRICATE, FABRICATION, FABRICATED

FRESH AIR INTAKE

FIRE ALARM CONTROL PANEL

FLOOR BEAM, FIELD BOOK

FLEXIBLE CONDUIT

FLANGED COUPLING ADAPTER

FREE CHLORINE RESIDUAL

FLOOR CLEANOUT

FACTORY

FLOOR DRAIN

FOUNDATION

FEEDER

FIRE EXTINGUISHER, FINAL EFFLUENT

FEMALE (PIPE THREAD)

FEDERAL ENERGY REGULATORY COMMISSION

FINISHED FLOOR, FLAT FACE, FAR FACE

FINISH GRADE, FLOAT GLASS

FLAT HEAD

FIRE HYDRANT

FIGURE

FINISHED

FIXTURE

FLOW LINE, FLOOR

FLANGE, FLOORING

FLEXIBLE

FLAT HEAD

FLOOR

FLASHING

FILTER

FLUORESCENT

FOUNDATION

FINISH

FLAT ON BOTTOM

FACE OF CONCRETE, FIBER OPTIC CABLE

FACE OF MASONRY

FACE OF STUDS

FLAT ON TOP

FACE OF WALL

FIELD PANEL

FLEXIBLE PIPE COUPLING

FISH PASSAGE GATE

FEET PER MINUTE

FEET PER SECOND

FORWARD REVERSE, FRAME

FREQUENCY

FIBERGLASS REINFORCED PLASTIC

FLOW RELEASE STRUCTURE

FINISHED SURFACE, FAR SIDE, FLOOR SINK,

FORGED STEEL, FEDERAL SPECIFICATIONS

FOLDING SHOWER SEAT

FOOT OR FEET

IPSAGGR GMCD7 7DB F IRRIGAHR GPCDF DBA FB ITGAISC GPDCCP DBH F, FU

F, FX

F TO F

F & C F &c I

ITXGPHCCS DBLAJ GPM IUCE DCAL GPR IWDECSALKY CEM GPSDEG IWRCALT CF GRDETAM FABCFH GRDDF JALOUSIE, JUNCTION BOX

JAL-AWNING

JANITOR

JUNCTION BOX

JUNCTION CHAMBER <—

JUNCTION

JUNCTION STRUCTURE

JOISTS

JOINT

JAMB FAICFM GRTGDDI JAAMRD

ANDZ

FACPCFS GSBDG JANFBCHEM6 6GSPDH JBANSI FCCHG GVDl JCAPI FCACHKD GVLDIA JCTAPPD

APPROX

APPURTS

ARCH

FCL2 GENERAL NOTES:Cl GWBDIAG

DIAPH JSFCOCIP GYP

FCTY JSTS 1. THIS IS A STANDARD LEGEND SHEET.

THEREFORE, NOT ALL OF THE INFORMATION

SHOWN MAY BE USED ON THIS PROJECT.

DIFFCIPP

CISP

FD JTHIGH, HORN OR HOWLER, HEIGHT

HOSE BIB

HYDROGEN SULFIDE

HEADED ANCHOR STUD

HOLLOW CORE WOOD, HOUSE CONNECTION

HYDROCHLORIC ACID

HARDENER

HARDNESS

HIGH DENSITY POLYETHYLENE

HEADER

HARDWARE

HEADWALL

HEXAGONAL

HYDRAULIC GRADE LINE

HANGER

HEIGHT

HANDHOLE

HIGH INTENSITY DISCHARGE

HOOK

HOLLOW METAL

HAND-OFF-AUTO

HAND-OFF-REMOTE

HORIZONTAL

HORSEPOWER, HIGH POINT, HIGH PRESSURE

HIGH PRESSURE GAS

HIGH POINT

HYDRAULIC POWER UNIT

HOSE RACK, HANDRAIL, HEAT RETURN,

HOUR

HAND SWITCH

HORIZONTALLY SLOTTED

HOLLOW STRUCTURAL SECTION

HEATING

HEATER

HOSE VALVE

HEATING, VENTILATING AND, AIR

CONDITIONING

HOT WATER

HARDWOOD

HIGH WATER LEVEL

HANDWHEEL OPERATED

HYDRAULIC, HYDRANT

HERTZ

DIP H

FDNAR H/BDIRCJ K-PL KICKPLATEFDR 2. CONTACT ENGINEER FOR ABBREVIATIONS USED

BUT NOT SHOWN ON THIS DRAWING.

ARWB H2SDISCHCKT KILOkFEAS H.A.S.DISPCL KILOGRAM

KILOAMPERES

THOUSAND POUNDS

KITCHEN

KILOMETER

KILOVOLT

KILOWATT HOUR

KITCHEN SINK

KILOVOLTS

KILOVOLT AMPERES

KILOVOLT AMPERES REACTIVE

KILOWATT

kgFEMASME HCDLCLDI5 5KAFERC HCLDMHASPH

ASTM

CLF FF KIPHDNR

HDNS

HDPE

DNCLOS

CLSF

FG KITDO

FHATD kmDOLCLG FHYATM kVHDRDP, DPNLCLR FIGATS kWhHDWDRCLSM FINAUTO D/S HDWL KSKCMB FIXAUX HEXDS KV

FLAV/AR CMC HGLDT KVA

FLGAVG CML HGRDWG KVARFLEXAVR CML & C HGTDWL4 4KWFLHAWPA CMP DWY HH

FLRAWS A HID

CMS FLSG

FLTR

FLUOR

HK ANGLE, LENGTH, LITER

LIGHTNING ARRESTER, LOCAL AUTO

LABORATORY

LAMINATE

LATITUDE, LATERAL

LAVATORY

POUND

LIGHTING CONTACTOR

LOCAL CONTROL PANEL

COMBINATION LOUVER/DAMPER,

LOCAL DEPRESSION

LANDING, LOADING DOCK

LOWER EXPLOSIVE LIMIT

LEVEL

LINEAR FEET

LENGTH, LONG

LAMP HOLE, LEFT HAND

LEFT HAND REVERSE

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOCAL MANUAL

LINTEL

LAWWA CMU E EAST, EMPTY

EACH, EXHAUST AIR

EXPANSION BOLT OR ANCHOR

EMPTY BED CONTACT TIME

END CURVE

ECCENTRIC

END CURB RETURN

EMERGENCY EYEWASH

EGG-SHAPED DIGESTER FACILITY

EACH FACE, EXHAUST FAN

EFFICIENCY, EFFICIENT, EFFLUENT

EXISTING GRADE, EDGE OF GUTTER, EXHAUST GRILLE

ENERGY GRADE LINE

EXTERIOR INSULATION AND FINISH SYSTEM

ELEVATION

ELBOW

ELECTRICAL LOAD CENTER

ELECTRIC, ELECTRICAL

EDGE NAILING

ENCLOSURE

ENGINE

ENGINEER

ENTRANCE

EDGE OF PAVEMENT

HM LAAWW CNTR EA HOA LABCOB&S FNDEB HORB/W LAMCOL FNSHEB, EBCT HORIZCOMM

COMP

CONC

COND

CONDTN

CONN

CONST

CONT

CONTR

COORD

B LATFOBEC HPBAL LAVFOCECC HPGBC FOMECR LBHPT

FOSEE LC3 3HPUBCR FOTEDF LCPHRBD FOWEF LDBDRY

BETW FPEFF HS

LDGFPCEG HSLBF LELFPGEGL HSSBFP FPM LEVEIFS HTGBFV COP FPSEL HTR LFBHP COR FRELB HV LGBKR, BRKRBREAKER COTG FREQELC HVAC LHBL BASELINE

BUILDING

BLACK, BLOCK

BLOCKING

BEAM, BENCHMARK

BOTTOM OF, BLOW-OFF ASSEMBLY

BOTTOM OF BEAM

CP FRPELEC LHRBLDG HW2 2CP-X

CPLG

CPRSR

FRSEN LLBLK HWDFSENCL LLHBLKG HWLENG

LLVFSHSBM HWOCPT ENGR

FT LMBO HYDCP VC ENT

LNTLB.O.B. HZCR EOP

REVISION DESCRIPTION CHKREV NO. REV DATE DWN STD APP FUNC CHKBY APP EWEB WORK ORDER NO.

1901058GENERATION SYSTEMS

CARMEN-SMITH PROJECT

LOAD BANK STATION

ABREVIATIONS - 1

DES ISAMAN NW NWfj-------- SCALE: NONEJacobs i ■

DWN JW NW NW

DATE: NOVEMBER 2024

EWEB STANDARDS CHECK DWG NO:

D-37728-G04

LINE IS 2 INCHES

(IF NOT 2" - SCALE ACCORDINGLY) B

UNLESS NOTED OTHERWISE

UNINTERRUPTIBLE POWER SUPPLY

UPSTREAM

UNIT SUBSTATION

UNITED STATES

GEOLOGICAL SURVEY

UNDER VOLTAGE RELAY

UTILITY WATER

METER

MALE (PIPE THREAD), MAGNETIC

CONTACTOR COIL, MOTOR, MANUAL

MONITORING & EVALUATION

MANUAL-AUTO

MACHINE

MAGNETIC

MAINTENANCE

MANUAL

MASONRY

MATERIAL

MAXIMUM

MACHINE BOLT

MASONRY CLEARANCE, MODULATE-CLOSE

MOTOR CONTROL CENTER

MASONRY CONTROL JOINT

MIDDLE OF CURB RETURN

MEDIUM DENSITY OVERLAY

MEASURE

MECHANICAL

MEDIUM

MEMBER

MANUFACTURED

MANUFACTURER

MILLION GALLONS PER DAY

MANHOLE, MOUNTING HEIGHT,

MAINTENANCE HOLE, METAL HALIDE

MEAN HIGH WATER

MALLEABLE IRON, MILE

1/1,000,000 METER

MILITARY, 1/1.000TH INCH,

MILITARY SPECIFICATIONS

MINIMUM, MINUTE

MIRROR

MISCELLANEOUS

MECHANICAL JOINT

MARK

MAIN LUGS ONLY

MEAN LOW WATER

MILLIMETER

DRY WEATHER MAXIMUM MONTH

MECHANICAL MOUNTING PANEL

WET WEATHER MAXIMUM MONTH

MANUAL OPERABLE, MASONRY OPENING,

MOTOR OPERATED

MODEL

MONUMENT

MORTAR

METAL PANEL

MULTIPURPOSE UNIT

MANUFACTURER’S STANDARD, MOP SINK

MACHINE SCREW

MANUFACTURER SUPPLIED CABLE

GROUPED MOTOR CONTROL

MOUNT

MECHANICAL-TYPE COUPLING

MOUNTED

MOUNTING

METAL

MOTOR

MANUAL TRANSFER SWITCH,

MILL TYPE STEEL PIPE

MULCHING

MERCURY VAPOR

MAXIMUM WATER SURFACE

NON-REINFORCED CONCRETE PIPE

NON-RISING STEM

NON-SHRINK, NEAR SIDE

NOT TO SCALE

POINT OF REVERSE CURVE

PRECAST

PREFABRICATION

PRESSURE

PRIMARY

PERMANENT REFERENCED MARKER

PROFILE

PROJECTION

PROPERTY

PRESSURE REGULATING, RELIEF OR

REDUCING VALVE

POINT OF REVERSE VERTICAL CURVE

PLASTIC SHEET, POLYCARBONATE SHEET,

PRESSURE SWITCH

S SWR SIDEWALL REGISTER

SQUARE YARD

SYMBOL

SYMMETRICAL

SYSTEM

UNONRCP PRC I-BEAM, SLOPE, SOUTH, SWITCH,

SINK, SECOND

SUPPLY AIR, SAMPLE

SANITARY

SUSPENDED ACOUSTICAL TILE CEILING

SEDIMENT BASIN

STYRENE BUTADIENE (RUBBER)

SHOWER CURTAIN, SOLID CORE WOOD,

SPAWNING CHANNEL

SUPERVISORY CONTROL AND

DATA ACQUISITION

SMITH DAM CONTROL BUILDING

SOLID CORE

STEEL CYLINDER CONCRETE PIPE

SCREWED

STANDARD CUBIC FEED PER MINUTE

SCHEDULE

SCHEDULE

SPEED CONTROL UNIT

STORM DRAIN, SMITH DAM

SUB-DISTRIBUTION PANEL

STANDARD THERMOPLASTIC PIPE

DIMENSION RATIO

SIDEWALK

SECONDARY, SECTION

SECTION

SEDIMENTATION

SERIES

SETTING

SEWAGE

SQUARE FOOT

LAMINATED SAFETY GLASS

SUSPENDED GYPSUM WALL BOARD

SHEET, SHOWER

SURFACE HARDENING AGENT

SOLIDS HANDLING SYSTEM

SHEET

SHEATHING

SMITH RESERVOIR INTAKE GATE

SIMILAR

m

DRAWING DESIGNATIONSNRS PRCST

PREFAB

PRES

SY UPSM SA U/SNS SYM NOTES:SANM & E NTS SYMM USBSATCMA 1. DRAWING ITEMS SHOWN IN BOLD ARE APPLICABLE TO THE DISCIPLINE OF

THAT DRAWING.

SYS USGSPRI9 SBMACH 02 OXYGEN

OUT TO OUT

OVERALL, ODOROUS AIR

OREGON ADMINISTRATIVE RULES

OBJECT

ON CENTER, OVER-CROSSING,

OPEN-CLOSE (0)

OPEN-CLOSE-AUTO

OPEN-CLOSE-REMOTE

OUTSIDE DIAMETER, OVERFLOW DRAIN,

OVERALL DIMENSION

OUTER EDGE

OUTSIDE FACE

OVERFLOW

OWNER FURNISHED, CONTRACTOR INSTALLED

OVERFLOW DRAIN

OFFICE

OWNER FURNISHED, OWNER INSTALLED

OVER HEAD

OVERHEAD WIRES

OVERLOAD RELAY

ON-OFF

ON-OFF-AUTO

ON-OFF-REMOTE

OPAQUE PANEL, OUTLET PROTECTION

OPERATOR, OPERATING

OPENING

OPPOSITE

ORIGINAL

OUTSIDE SCREW AND YOKE

OUTSIDE AIR

OPEN-STOP-CLOSE

OPEN SITE DRAIN

OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION, OCCUPATIONAL SAFETY

AND HEALTH ACT

OIL. WATER. GAS.

OPEN WEB STEEL JOIST

OUNCE

PRM

SBR UVR0 TO 0MAG 2. DRAWING ITEMS SCREENED BACK INDICATE ITEMS PROVIDED ON OTHER

DISCIPLINE DRAWINGS OR EXISTING ITEMS.

PROF

PROJ

PROP

T THERMOSTAT, TREAD, TANGENT

TOP AND BOTTOM

TONGUE AND GROOVE

TRANSFER AIR

TANGENT

TERMINAL BOARD, TACK BOARD

TRAIL BRIDGE BYPASS

TO BE DETERMINED

THREAD BOTH ENDS

TUBING

TRAIL BRIDGE FISH LADDER

TEMPORARY BENCH MARK

TRAIL BRIDGE PLANT

TRAIL BRIDGE FISH SCREEN

TIME TO CLOSE, TOP OF CURB,

TURBIDITY CURTAIN, TRANSPORT

CHANNEL

TIME CLOSE AFTER DE-ENERGIZATION

TIME CLOSE AFTER ENERGIZATION

TEXTURED CONCRETE MASONRY UNIT

TEMPERATURE CONTROL VALVE

TOTAL DYNAMIC HEAD

TIME DELAY RELAY

TECHNICAL

TELEPHONE

TEMPORARY, TEMPERATURE

TOP FACE, TOP OF FOOTING

TEMPERED FLOAT GLASS

TEMPERED

TOP-HINGED, TEST HOLE

THREAD

THRESHOLD

THICKNESS

THREADED

THROUGH

TURBINE INLET VALVE

TERMINAL JUNCTION BOX

TANK, TACK

TEFLON LINED PIPE, TRAVERSE LINE

TIME TO OPEN, TOP OF

TIME OPEN AFTER ENERGIZATION

TOP OF CONCRETE, TOP OF CURB

TIME ON DELAY, TOP OF DUCT,

TOTAL OXYGEN DEMAND

THREAD ON END

TOP OF FOOTING

TOP OF GROUT, TOP OF GRATE

TOILET

TOP OF MASONRY

TOP OF PARAPET, TOP OF PIPE

TOPOGRAPHIC

TOP OF SLAB, TOP OF STEEL

TOP OF WALL

TURNING POINT, TELEPHONE POLE,

TRAIL BRIDGE PUMP

TRANSOM, TRUSS, TRACT

TRANSFORMER, TRANSITION, TRANSMISSION

TRANSVERSE

TREAD

TEMPORARY SEEDING, TUBE STEEL,

TEST SWITCH

TOP SET BASE

THRESHOLD

TOTAL SUSPENSION SOLIDS

TOP OF STEEL

TELEPHONE TERMINAL CABINET

TOILET TISSUE DISPENSER

TREATMENT UNIT NO. X

TURBIDITY

THERMOSTATIC VALVE, TELEVISION

THERMOMETER WELL, TRAVELED WAY

TRANSLUCENT WALL PANEL

TRANSFORMER

TYPICAL

UNDER CROSSING

UNDERGROUND

UNDERGROUND CONDUIT

UNIT HEATER

ULTRA-HIGH MOLECULAR WEIGHT POLYETHYLENE

UNLESS OTHERWISE NOTED

SC uwOAMAINT T&BOARMAN SCADA T&G VENT, VALVE, VERTICAL, VOLUME, VOLTMETER, VOLTAGE, VOLTS

VACUUM

VARIES, VARIABLE

VAPOR BARRIER (RETARDER),

VALVE BOX

VOBJ PRVMAS TASCBOCMATL ON DRAWING WHERE

SECTION OR DETAIL

IS TAKEN:

VACTANPRVC SECTION (LETTER) OR

DETAIL (NUMERAL)

DESIGNATION

SCC

MAX VAROCA TBPS SCCP

VBMB OCR TBB DRAWING NUMBER

WHERE SHOWN

SCD

MC 1OD TBDPS PAINT SYSTEM

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH, GAUGE

POINT, POINT OF TANGENCY, POTENTIAL

TRANSFORMER, PRESSURE TREATED, PAINT

PAPER TOWEL DISPENSER

POLYTETRAFLUOROETHYLENE (TEFLON)

PARTITION

PLUG VALVE

POLYVINYL CHLORIDE

POLYVINYLIDENE FLUORIDE (KYNAR)

POINT OF VERTICAL INTERSECTION

PAVEMENT

POINT OF VERTICAL TANGENCY

POTABLE WATER

SCFM

VC VERTICAL CURVE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE

VELOCITY

VERTICAL

VOLATILE HYDROCARBONS

VIBRATION

VERIFY IN FIELD

VINYL

VINYL TILE

VOLUME

VERTICAL PIVOTED

VENEER PLASTER SYSTEM

POINT OF VERTICAL CURVATURE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENT

VERTICAL SLIDE

VERTICALLY SLOTTED

VENT TO CEILING

VENT THRU ROOF

VINYL WALL COVERING

VERIFY WITH MANUFACTURER

MCC TBEPSF D-A7724-AXX.SCH8 8OE VCPMCJ TBGPSI SCHEDO.F. VCTMCR TBLPSIG SCUOF VELMDO TBMPT SDOFCI VERTMEAS

MECH

SECTION/ 1TBP ON DRAWING WHERE SECTION

IS SHOWN:

SDPOFD PTD VHCTBS 1 ”=20’ D —37724—XXXSDROFF PTFE VIBMED TC AWING NUMBER(S)

WHERE TAKEN

OFOI PTN VIFSDWKMEM

OH PV VINSECMFD TCAD

TCAE

TCMU

OHW PVC VINT, VTSECTMFR

OL PVDF SED VOLMGD

00 PVIMH VPSER7 7TCV DETAIL/ 1 ON DRAWING WHERE DETAIL

IS SHOWN:

OOA PVMT VPSSETT TDHMHW OOR PVT f=20’ D —37724—XXXVPCSEW TDRMl OP PW DRAWING NUMBER(S)

WHERE TAKEN

SF VP ITECHMICRON OPER

OPNG

VPTSG TELMIL QAA AVERAGE FLOW

MAXIMUM 30 DAY FLOW

PEAK INSTANTANEOUS FLOW

PEAK PUMPING FLOW

QUARRY TILE

QUANTITY

QUADRANGLE, QUADRANT

VSSGWB TEMPQMMOPP VSLSHMIN TFQPIORIG DRAWING TITLESHA VTC ON DRAWING WHERE ONLY A

TITLE IS REQUIRED WITH NO

REFERENCE (EX: ELEVATIONS)

MIR TFGQPPOS & Y VTRSHSMISC TGQTOSA SCALEvwcSHTMJ THQTYOSC VWMSHTGMK THDQUADOSD6 6SIGMLO SECTION CALLOUT WHERE

SECTION IS ON THE SAME

SHEET AND CUT

EXTENDS TO A FIXED LIMIT

THROSH A WEST, WASTE, WIDTH, WIDE

FLANGE, WATER, WATTS

WSIMMLW THKR RISER, RADIUS

RADIUS

RIGHT OF WAY

RETURN AIR, REMOTE AUTO

RECYCLED ASPHALT CONCRETE

RETURN AIR GRILLE

RECLAIMED ASPHALT PAVEMENT

REINFORCED CONCRETE

REINFORCED CONCRETE PIPE

RECEPTACLE

ROAD, ROOF DRAIN, ROUND

REDUCER

REDWOOD

RECIRCULATION

REDUCER, REDUCING

REFER OR REFERENCE, REFRIGERATOR

REFRIGERATE, REFRIGERANT

REGULATING

REINFORCED, REINFORCING, REINFORCE

REQUIRED

RETAINING, RETURN

REVISION

ROOF, RAISED FOUNDATION, ROUGH FACE

ROOFING

ROLL-UP FIRE SHUTTER

RIGID GALVANIZED STEEL CONDUIT

RIGHT HAND, ROD HOLE

RIGHT HAND REVERSE

RESTRAINED JOINT

RAIN LEADER

RUBBER LINED STEEL

ROOM

ROUGH OPENING

RAISE-OFF-LOWER

REVOLUTIONS PER MINUTE

RIPRAP

RADIAL RUBBER

RIGID STEEL, RISING STEM

REINFORCING STEEL

RIGHT

RETURN

REGENERATIVE THERMAL OXIDIZER

REINFORCED THERMOSETTING PLASTIC

RUBBER

RUBBER CUSHIONED FLOORING

RUBBER ESD CONTROL FLOORING

RIGHT OF WAY

SINKSK D—37724—XXXTHR’D

THRU

W/mm WITHRADOWG SOILS LAB

SLIDING

SLUICE GATE

SEALER

SEAMLESS EPOXY

SOLENOID

SLAB ON GRADE

SPRAY-ON INSULATION

SOLUTION

SPACE OR SPACES, SPANDREL PANEL,

STORMPROOF, STATIC PRESSURE

SUMP PUMP DISCHARGE, SPEED, SURGE

PROTECTION DEVICE

SPECIFICATIONS

SPACING

SPIKE

SUPPLY

SQUARE

SQUARE FOOT / FEET

SQUARE INCH

SHORT RADIUS

TART-STOP, SANITARY SEWER,

ERVICE, SINk

SMITH DAM SPILL GATE

STANDARD SPECIFICATION FOR

PUBLIC WORKS CONSTRUCTION

STAINLESS STEEL

SUPERVISORY SET POINT CONTROL

STORM DRAIN, STRAIGHT, STATE

STATUS, STATION

SLEEVE-TYPE COUPLING

STANDARD

STIFFENER

STIRRUP

STAKE

STEEL

STEAM

STRUCTURAL

STRUCTURE

SUBFLOOR

SUSPENDED

SOLENOID VALVE

SHEET VINYL

SIDEWALK

SWITCHBOARD

SIDEWALK DRAIN

SWITCHGEAR

SLMMDW W/0 WITHOUT

WATER COLUMN, WATER CLOSET

WOOD

WINDOW

WEASTRIP WEATHERSTRIP

WIRE, WIRE GLASS

WATTHOUR METER, WATER HEATER

WATTHOUR DEMAND METER

WROUGHT IRON, WOOD INSTITUTE

WATER METER

WATERPROOF, WEATHERPROOF,

WORKPOINT

WASTE RECEPTACLE

WATER RESISTANT GWB

WATER SURFACE, WATERSTOP,

WELDED STEEL

WATER SURFACE ELEVATION

WELDED STEEL PIPE

WATERSTOP

WEIGHT

WELDED WIRE FABRIC

WATER WORKING PRESSURE

WET WEATHER PEAK HOUR

TRANSFORMER

YARD

YEAR

ZERO, ZONE

R/WOWSJ SLDGMMP WCTIVRAOZ SLGMMWW WDTJBRAC SECTION CALLOUT WHERE

SECTION IS ON ANOTHER

SHEET AND CUT EXTENDS

THROUGHOUT ENTIRE SHEET

SLRMO WDWTKRAGP PROJECTED, PILASTER, PIPE, PAGE

PARTITION

PAVER TILE

PUSHBUTTON SWITCH, POLYBUTYLENE,

PULL BOX

POINT OF CURVATURE, PHOTOCELL, PORTLAND

CEMENT, PRECAST CONCRETE PANEL

PORTLAND CEMENT CONCRETE,

POINT OF COMPOUND CURVE

PRECAST CONCRETE CYLINDER PIPE

POUNDS PER CUBIC FOOT

PRESSURE CONTROL VALVE

POINT OF COMPOUND VERTICAL CURVE

PLAIN END, POLYETHYLENE

PEDESTAL, PEDESTRIAN

POLYETHYLENE PIPE

PENETRATION

PRESSURE GAGE

HYDROGEN ION CONCENTRATION

PHASE, POWERHOUSE, PENTHOUSE

POINT OF INTERSECTION

PILOT TUBE TEST STATION

PREMOULDED JOINT FILLER

PARKING

PLATE (STEEL), PROPERTY LINE, PLACE

PLASTIC LAMINATE

PLASTER, PLASTIC

PROGRAMMABLE LOGIC CONTROLLER

PLANT

PLYWOOD

PRESSED METAL

PNEUMATIC

PANEL

POINT OF BEGINNING

POINT OF CONNECTION

POINT OF ENDING

POINT OF TANGENT

POWER POLE, POLYPROPYLENE

PUSH-PULL

POUNDS PER DAY

POUNDS PER HOUR

POUNDS PER MINUTE

POLYPROPYLENE LINED

PAIR

SMLS D-37724-XXX D-37724-XXXTLRAPMOD PART

PAVT

SNL WGT.O.RCMON SOG WHTOAEPB RCPMOR SOI WHDTOC5 5RCPT GRID / COLUMN INDICATORMP ASOLNPC TOD WlRDMPU SP WMRDCRPCCMS TOE WP ARDW SPD REVISION / ADDENDA

OR ADDENDUM NUMBER

TOFPCCPMSC RECIR WRTOGSPECPCFMSR RED WRBTOLSPGPCVMT REF WSTOMSPKPCVCMTC REFR NORTH NORTH ARROWT.O.P.

TOPO

SPLYPE WSELMTD REG

SQPED WSPMTG REINF

REQD

TOSSQ FT

SQ IN

PEP WSTPMTL DESIGN DETAIL DESIGNATIONSTOW4 4PEN. WTMTR RET

TPSRPG WWFMTS REV

SSpH WWP NOTES:RF TRMU PH WWPH

XFMR

RFG SSG TRANS

TRANSV

1. ALL DESIGN DETAILS ARE TYPICAL AND MUST BE USED IF DESIGN

DETAIL DESIGNATION IS NOT SHOWN.

MV PI RFS SSPWCMWS PIT YDRGS TRD

2. THE TERM STANDARD DETAIL, OR A FORM OF IT, IS SYNONYMOUS WITH

DESIGN DETAIL. THE DESIGN DETAILS REPRESENT THE CHARACTER AND

NATURE OF THE WORK REQUIRED THROUGHOUT THE PROJECT. ALL

ASSOCIATED WORK SHALL BE IN ACCORDANCE WITH THE DESIGN

DETAILS SHOWN WHETHER THE DETAILS ARE SPECIFICALLY REFERENCED

OR NOT.

PJF SST YRRH TSNORTH, NEUTRAL

NOT APPLICABLE, NON-AUTOMATIC

NATIONAL BUREAU OF STANDARDS

NORMALLY CLOSED

NATIONAL ELECTRIC CODE

NATIONAL ELECTRIC MANUFACTURERS

ASSOCIATION

NEUTRAL

NEAR FACE

NATIONAL FIRE PROTECTION ASSOCIATION

NATURAL GAS, NATURAL GRADE

NEUTRAL GROUNDING RESISTOR

NEUTRAL GROUNDING TRANSFORMER

NATIONAL GEODETIC VERTICAL DATUM

NOT IN CONTRACT

NORMALLY OPEN

NUMBER

NOMINAL

NON-PROTECTED

NOMINAL PIPE SIZE

NATIONAL PIPE THREADS

N SSCPK ZRHRNA STPL TSB ZN ZINCRJNBS STAPLAM

PLAS

TSHT POUND#RLNC STC TSS AND&RLS3 3NEC DESIGN DETAIL

DESIGNATION

(NUMERAL)

SHOWN ON DESIGN

DETAIL DRAWING(S)

STDPLC TST @ AT

1234-56?)RMNEMA STIFF

STIRR

PLT TTCRO

PLYWD TTDNEUT ROL

PM STK TU-X

TURB

NF RPM

STLPNEUNFPA RR

STMPNL GENERAL NOTES:TVNG RRUB

STRL

STRUCT

SUBFL

SUSP

POB TWNGR RS

POC TWPNGT 1. THIS IS A STANDARD LEGEND SHEET.

THEREFORE, NOT ALL OF THE INFORMATION

SHOWN MAY BE USED ON THIS PROJECT.

RST

POE TXNGVD RT

POT TYPRTNNIC

SVPP 2. CONTACT ENGINEER FOR ABBREVIATIONS USED

BUT NOT SHOWN ON THIS DRAWING.

2 2RTON.O. UC

SVINP-PNO.,# RTP UG

SWPPDNOM RUB UGC

SWBDPPH RUBC

RUBS

NP UH

PPM SWDNPS UHMW

PPL SWGRR/WNPT UONPR

REVISION DESCRIPTION CHKREV NO. REV DATE DWN STD APP FUNC CHKBY APP EWEB WORK ORDER NO.

1901058GENERATION SYSTEMS

CARMEN-SMITH PROJECT

LOAD BANK STATION

ABBREVIATIONS AND LEGEND - 2

DES ISAMAN NW NWfj-------- SCALE: NONEJacobs i ■

DWN JW NW NW

DATE: NOVEMBER 2024

EWEB STANDARDS CHECK DWG NO:

D-37728-G05

LINE IS 2 INCHES

REVPROJECT SHEET NO:AT FULL SIZE

(IF NOT 2" - SCALE ACCORDINGLY)

GENERAL SITE NOTES: CIVIL LEGEND CIVIL LEGEND CONTINUED

9 SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE FROM LIDAR SURVEY PROVIDED BY EWEB IN 2010 AND BATHYMETRY

PROVIDED BY SOLMAR HYDRO IN 2010. ADDITIONAL MAPPING HAS BEEN ADDED FROM AS-BUILT DATA. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN

ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.

EXISTING THIS CONTRACT EXISTING THIS CONTRACT1.

SPOT ELEVATION0 158.5

GUARD RAIL

CONTOUR LINEIMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN EXISTING TOPOGRAPHY AND THESE DRAWINGS. UNLESS OTHERWISE NOTED, EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED. NEW FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.

HORIZONTAL DATUM: BASIS OF BEARINGS IS THE LINE BETWEEN LANE COUNTY GPS CONTROL POINTS ”LCCM 684” AND ”LCCM 683”.

ALL ADDITIONAL HORIZONTAL CONTROL WAS ESTABLISHED BY TOTAL STATION TRAVERSE. LINEAR UNITS ARE INTERNATIONAL FEET.

COORDINATES ARE OREGON STATE PLANE, SOUTH ZONE.

2.

CHAIN LINK FENCEX- -X-

EMBANKMENT AND SLOPE3:1

> < CULVERT3.

DRAINAGEWAY OR DITCH

o CATCH BASIN OR INLETVERTICAL DATUM:

ESTABLISHED IN 1970 FOR DAM MONITORING. ELEVATIONS OF EWEB BENCHMARKS ’’TRAIL BRIDGE” AND "SADDLE DIKE” WERE HELD AND TRIGONOMETRIC LEVELS WERE RUN EACH WAY BETWEEN THEM AND USED TO ADJUST THE ELEVATION OF ”LCCM 684” FROM

WHICH OTHER CONTROL WAS ESTABLISHED.

VERTICAL DATUM IS BASED ON A DERIVED VERSION OF NGVD 29 PER EXISTING EWEB VERTICAL CONTROL4.

8 8OR SIGN

EROSION CONTROL LEGENDELECTRICAL MANHOLEMAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY

MANNER, AND AT THE CONTRACTOR’S EXPENSE.

5.

E

COVER PRACTICES SYMBOLELECTRIC HANDHOLE

HFOR LOCATION OF CONTROL POINT ON STRUCTURES, SEE STRUCTURAL DRAWINGS.6.

POST OR GUARD POST

COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS ARE TO ROAD CENTERLINE OR EDGE OF ROADWAY.

STAGING AREAS SHALL BE FOR CONTRACTOR’S EMPLOYEE PARKING, CONTRACTOR’S TRAILERS AND ON-SITE STORAGE OF MATERIALS.

CONTRACTOR TO COORDINATE WITH EWEB DURING CONSTRUCTION FOR LOCATION.

7.

CONSTRUCTION ENTRANCEGUY ANCHOR8.

UTILITY POLE

PROVIDE TEMPORARY FENCING DURING CONSTRUCTION AND AS NECESSARY TO MAINTAIN SECURITY OF ALL CONSTRUCTION WORK

AREAS AT ALL TIMES.

9. CHECK DAMS7 7

LIGHT POLE

ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE DEFINED.10.

OUTLET PROTECTION / RIPRAPBENCH MARKoSLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.11. BM

CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING CONSTRUCTION.

EROSION CONTROL DEVICES

12. SEDIMENT FENCE ///- -///-

( 3125-130 )■( 3125-140 ) , ( 3125-160 ) WATER LEVEL MEASUREMENT POST(3125-165)

CONTRACTOR SHALL TAKE ALL MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM LEAVING THE SITE. CONTRACTOR TO

DEVELOP AND SUBMIT EROSION CONTROL PLAN AND OBTAIN APPLICABLE PERMITS.

AND ARE THE MINIMUM REQUIRED. O

13. SEDIMENT CONTROL BARRIER ...................T~l

SURVEY CONTROL POINT, SURVEY MONUMENT

OR POINT OF INTERSECTION00® A

DITCH PROTECTIONFOR ABBREVIATIONS, SEE D-37728-G04 AND D-37728-G05.14. ]

4- PIEZOMETER

6 6□ WEIR

BRUSH/TREE LINE

GENERAL YARD PIPING AND UTILITY NOTES: TREE

1. EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND FROM FIELD SURVEY. CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION.

EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT-LINED. NEW PIPING AND EQUIPMENT ARE SHOWN

HEAVY-LINED.

TREE REMOVALX

2.

PROPERTY LINE

5 5

3. ALL PIPES SHALL HAVE A CONSTANT SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING IS SHOWN. CENTER LINE, BUILDING, ROAD, ETC.

FOR TRENCHING AND BACKFILL, SEE SPECIFICATION SECTION 31 23 23.15 AND (3123-110)-

ALL PIPING SHALL HAVE A MINIMUM COVER OF 3 FEET UNLESS SHOWN OTHERWISE AND SHALL HAVE RESTRAINED JOINTS.

4.

STAGING OR WORK AREA LIMITS

5.

WETLAND LIMITS6. MONITOR WEATHER FORECASTS AND CLIMATIC CONDITIONS THAT HAVE THE POTENTIAL TO INFLUENCE RIVER FLOWS, STORM WATER FLOWS, AND GROUNDWATER CONDITIONS. TAKE REASONABLE AND PRUDENT PRECAUTIONS TO PROTECT PERSONNEL, EQUIPMENT, MATERIALS, TEMPORARY STRUCTURES, AND COMPLETED WORK FROM IMMINENT HIGH FLOWS. WATERWAY

7. PROTECT WATER RESOURCES, ENDANGERED SPECIES, AND OTHER NATURAL RESOURCES IN COMPLIANCE

WITH PERMITS. FERC BOUNDARY

N 1000.00 STRUCTURE, BUILDING OR FACILITY

LOCATION POINT - COORDINATES4 4

E 1000.00

X OR XXXXXXXX OR OR DEMOLITION OR RELOCATIONwwxwww oOR OR STRUCTURE, BUILDING OR FACILITY

GRAVEL SURFACING

3 3

ASPHALT CONCRETE PAVEMENT

GENERAL NOTE:

1. THIS IS A STANDARD LEGEND SHEET.

THEREFORE, NOT ALL OF THE INFORMATION

SHOWN MAY BE USED ON THIS PROJECT.

2 2

REVISION DESCRIPTION CHKREV NO. REV DATE DWN STD APP FUNC CHKBY APP EWEB WORK ORDER NO.

1901058GENERATION SYSTEMS

CARMEN-SMITH PROJECT

LOAD BANK STATION

CIVIL AND EROSION CONTROL LEGEND

DES CMS MJB NMWfj-------- SCALE: NONEJacobs i ■

DWN JLP MJB NMW

DATE: NOVEMBER 2024

EWEB STANDARDS CHECK DWG NO:

D-37728-G06

LINE IS 2 INCHES

(IF NOT 2" - SCALE ACCORDINGLY) 5

DESIGN CRITERIA GENERAL INFORMATION CONCRETE REINFORCING

REINFORCING STEEL:

TYPICAL:

WELDED:

1.

REFER TO SPECIFICATION SECTION 01 67 00 FOR METEOROLOGICAL AND SEISMIC DESIGN CRITERIA. FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38 ABBREVIATIONS AND ACRONYMS: PUBLICATION AS DISTRIBUTED

BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME).

ASTM A615, GRADE 60

ASTM A706, GRADE 60 (WELDING IS ONLY

PERMITTED WITH WRITTEN PERMISSION

FROM ENGINEER)

FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1 ’’MANUAL OF

STANDARD PRACTICE" AND ACI 301 ’’SPECIFICATIONS FOR STRUCTURAL CONCRETE”.

1.

9 9

REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL AND SPECIFIC REQUIREMENTS.

2. DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING THROUGHOUT

THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT.

2.DEFLECTIONS

3. VERIFY FINAL OPENING DIMENSIONS IN WALLS, SLABS, AND DECKS WITH OTHER DISCIPLINE DRAWINGS PRIOR TO

CONSTRUCTION OF THESE ELEMENTS.LOAD BANK STRUCTURES

VERTICAL DEFLECTION OF HORIZONTAL MEMBERS

HORIZONTAL DEFLECTION OF HORIZONTAL MEMBERS

HORIZONTAL DEFLECTION OF VERTICAL MEMBERS

3. NOT USED.L/200

L/200 L/100

FOR NUMBER, TYPE, SIZE, ARRANGEMENT, AND/OR LOCATION OF EQUIPMENT PADS, SEE OTHER DISCIPLINE DRAWINGS.

COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO PLACING SLABS, WALLS AND FOUNDATIONS. COORDINATE PIPING

OPENINGS WITH OTHER DISCIPLINE DRAWINGS.

4.

WALL CORNER REINFORCING SIZES AND SPACINGS SHALL BE AS SHOWN ON THE DRAWINGS. HORIZONTAL WALL

REINFORCING SHALL LAP WITH THE CORNER HORIZONTAL REINFORCING.

4.

ALL OTHER STRUCTURE DEFLECTION CRITERIA SHALL BE PER IBC.

5. DO NOT CUT OR MODIFY STRUCTURAL MEMBERS FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED OR

APPROVED IN WRITING BY THE ENGINEER.

5. 90 DEGREE BENDS, UNLESS OTHERWISE SHOWN, SHALL BE ACI 318 STANDARD HOOKS.

6. WALL CORNER AND WALL INTERSECTION REINFORCEMENT BARS SHALL BE CONTINUOUS AROUND CORNERS AND

THROUGH COLUMNS OR PILASTERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING WALLS AND LAPPED

ON THE OPPOSITE FACE OF THE CONNECTING WALLS.

6. VISITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN ANY WAY MEAN THAT ENGINEER IS GUARANTOR OF CONSTRUCTOR’S WORK, NOR RESPONSIBLE FOR THE COMPREHENSIVE OR SPECIAL

INSPECTIONS, COORDINATION, SUPERVISION, OR SAFETY AT THE JOB SITE.

8 8

7. REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENTS:

7. DETAILING AND DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ARE BASED ON ORIGINAL DESIGN

DRAWINGS OR AS-BUILT DESIGN DRAWINGS, AND DO NOT NECESSARILY REPRESENT THE AS-CONSTRUCTED CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS, ELEVATIONS AND DETAILING OF THE EXISTING STRUCTURES PRIOR TO UNDERTAKING ANY WORK THAT IS AFFECTED BY THE EXISTING STRUCTURE.

CONCRETE DESIGN STRENGTH = 4,000 PSI AT 28 DAYS GRADE 60 REINFORCING STEEL

BAR SIZE #3 #5 #6 P m #9 #10 #11#4

FORMWORK, SHORING AND BRACING LAP SPLICE LENGTH

SPACING < 6 TOP BAR * 1 ’ —4 2’-0 3’-0 4’-0 5’-10 6’-8 7’-7 8’-6 9’-5STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR STABILITY UNDER FINAL CONDITIONS ONLY.

DESIGN SHOWN DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT FOR STABILITY OF THE STRUCTURES DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR WORK RELATING TO CONSTRUCTION ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND OTHER WORK AIDS REQUIRED TO SAFELY PERFORM

THE WORK SHOWN.

1.

1 ’— 7OTHER BAR 1 ’ —4 2’-4 3’ — 1 4’-6 5’-2 5’-10 6’- 7 7’-37 7

SPACING > 6” 1 ’ — 6TOP BAR * 1 ’ —4 2’-0 2’-5 3’-6 4 -0 5’-0 6’-2 7’-5

1 ’ —4OTHER BAR 1 ’ —4 1 ’ — 7 1 ’ — 10 2’-9 3’ — 1 3’-10 4’ —9 5’-8

EMBEDMENT LENGTH2. TEMPORARY SHORING AND OTHER TEMPORARY WORKS REQUIRED FOR EXCAVATION SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OREGON. REFER TO THESE DRAWINGS AND THE GEOTECHNICAL REPORT FOR MORE INFORMATION ON SITE CONDITIONS. SPACING < 6” TOP BAR * 1’-0 1 ’ — 7 2’-4 3’ — 1 4’-6 5’-2 5’-10 6’- 7 7’-3

OTHER BAR 1’-0 1’-3 1’—9 2’-5 3’-6 4 -0 4’-6 5’-1 5’- 73. FOR CONCRETE FORMING AND ACCESSORIES, SEE SPECIFICATION SECTION 03 10 00.

SPACING > 6” TOP BAR * 1’-0 1’-3 1 ’— 7 1 ’ — 10 2’-9 3’ — 1 3’-10 4’ —9 5’-8

1’-0OTHER BAR 1’-0 1 ’—3 1 ’ — 5 2’ — 1 2’-5 3’-0 3’-8 4’-5

TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY SINGLE POUR. HORIZONTAL WALL BARS ARE

CONSIDERED TOP BARS.

6 6

** WHERE 3000 PSI CONCRETE IS USED, INCREASE ABOVE LENGTHS BY 16 PERCENT.

CAST IN PLACE CONCRETE

CONCRETE MIX DESIGN SHALL BE CLASS 4000NS AS PER SPECIFICATION 03 30 00 UNLESS NOTED OTHERWISE.1.

2. NOT USED.

5 53. CONSTRUCTION JOINTS INDICATED ARE SUGGESTED LOCATIONS.

TO SPECIFIED REQUIREMENTS. ADDITIONAL CONSTRUCTION JOINT LOCATIONS, INCLUDING ADDITIONAL JOINT LOCATIONS

REQUIRED FOR CONSTRUCTION, SHALL BE SUBMITTED FOR REVIEW BY ENGINEER.

CONTRACTOR MAY REVISE LOCATION OF JOINTS, SUBJECT

NOT USED.4.

5. COORDINATE PLACEMENT OF OPENINGS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS AND INSERTS PRIOR TO PLACEMENT

OF CONCRETE.

6. NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE CONCRETE

SHALL BE EMBEDDED IN THE CONCRETE.

7. NOT USED.

8. REFER TO CARMEN SMITH FISH PASSAGE FACILITIES-SUPPORT DESIGN FACILITIES SECTION 4 PROJECT NO. D32219B4 FOR

GEOTECHNICAL INFORMATION.4 4

9. UNLESS OTHERWISE SHOWN, FOUNDATION SLABS, SLABS-ON-GRADE AND WALL AND COLUMN FOUNDATIONS, SPECIFICALLY

NOTED TO BE ON FILL, SHALL BEAR ON 12-INCHES OF COMPACTED GRANULAR FILL.

10. FOUNDATION BEARING SURFACES SHALL BE OBSERVED BY A GEOTECHNICAL ENGINEER OR QUALIFIED DESIGNEE PRIOR TO PLACEMENT OF FORMWORK OR REINFORCING STEEL. THE OBSERVATION SHALL VERIFY IF THE ACTUAL EXPOSED SUBGRADE

IS AS ANTICIPATED BY THE DESIGN.

ALL POST INSTALLED ANCHORS AND EPOXY IN CONCRETE SHALL BE HILTI HIT-HY 200 OR APPROVED EQUAL. ANY EPOXY ANCHOR INSTALLATION MUST OCCUR A MINIMUM OF 21 DAYS AFTER PLACEMENT OF NEW CONCRETE.

11.

ALL BACKFILL SHALL BE PLACED IN LIFTS NO GREATER THAN 8” IN THICKNESS AND BE COMPACTED TO 90% RELATIVE COMPACTION. MOISTURE CONDITIONING SHALL BE AS REQUIRED BY THE GEOTECHNICAL REPORT FOR THE CLASS OF SOIL

USED.

12.

3 3 ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED, FIRM, NATIVE SOIL AND/ OR ENGINEERED FILL. ANY SOFT SOIL PACKETS, ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIAL SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL PRIOR TO PLACEMENT OF CONCRETE. ALL SHALLOW FOUNDATIONS SHALL EXTEND A MINIMUM OF 12” BELOW

ADJACENT FINISHED GRADE.

13.

SPREAD FOOTINGS AND SLAB FOUNDATIONS HAVE A LOAD BEARING STRESS LESS THAN OR EQUAL TO 2000 POUNDS PER

SQUARE FOOT.

14.

15. FOR CONCRETE JOINTS AND ACCESSORIES, SEE SPECIFICATION SECTION 03 15 00.

2 2

REV NO. REV DATE REVISION DESCRIPTION DWN STD CHK APP FUNC BY CHK APP EWEB WORK ORDER NO.

1901058GENERATION SYSTEMS

CARMEN-SMITH PROJECT

LOAD BANK STATION

GENERAL STRUCTURAL NOTES

DES Jl JPINMW

BLACK &VEATCH SCALE: NONE

1 '

DWN JLP NMW NMWJACOBS DATE: JANUARY 2024

EWEB STANDARDS CHECK DWG NO:

D-37728-G07Black & Veatch Corporation Portland, Oregon LINE IS 2 INCHES

REVPROJECT SHEET NO:AT FULL SIZE

(IF NOT 2" - SCALE ACCORDINGLY) 6

ill94107 Oregon PE

STATEMENT OF SPECIAL INSPECTIONS

WELDING GENERAL NOTES DEFERRED SUBMITTALS

WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS):

D1.1, STRUCTURAL WELDING CODE - STEEL

D1.2, STRUCTURAL WELDING CODE - ALUMINUM

D1.3, STRUCTURAL WELDING CODE - SHEET STEEL

D1.4, STRUCTURAL WELDING CODE - REINFORCING STEEL

D1.6, STRUCTURAL WELDING CODE - STAINLESS STEEL

THE STATEMENT OF SPECIAL INSPECTIONS DRAWINGS PROVIDE PROJECT COMPLIANCE WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE (IBC) CHAPTER 17 FOR SPECIAL INSPECTION, STRUCTURAL OBSERVATION, AND TESTING FOR WIND AND SEISMIC RESISTANCE AS APPLICABLE. EXCEPT WHERE OTHERWISE NOTED, THIS INSPECTION

IS OWNER FURNISHED.

1. 1.9 9DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT THE TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE PERMITTING AGENCY

FOR ACCEPTANCE PRIOR TO INSTALLATION OF THAT PORTION OF THE WORK.

1.

2. WHERE DEFERRED SUBMITTALS INCLUDE ADDITIONAL MATERIALS, INSTALLATION, ANCHORAGE, OR CERTIFICATION OF COMPONENTS THAT REQUIRE SPECIAL INSPECTION AND/OR STRUCTURAL

OBSERVATION TO MEET CODE REQUIREMENTS, THE DEFERRED SUBMITTAL SHALL INCLUDE

SPECIFIC LINE ITEMS TO BE ADDED TO THE APPROPRIATE TABLES IN THE PROJECT’S

STATEMENT OF SPECIAL INSPECTIONS PLAN IF THEY ARE NOT ALREADY IDENTIFIED.

2. STANDARD SPECIAL INSPECTION REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS ARE CONTAINED IN TABLE 1.

2. REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1 SECTION 5.26. 3. STANDARD SPECIAL INSPECTION REQUIREMENTS FOR STRUCTURAL COMPONENTS, REGARDLESS OF WIND OR SEISMIC DESIGN CATEGORIES, ARE CONTAINED IN TABLE 2. STANDARD TESTING REQUIREMENTS FOR STRUCTURAL COMPONENTS ARE CONTAINED IN TABLE 3.3. USE INTERMITTENT WELDS AT FIELD WELDS OF EMBED PLATES AND ANGLES TO AVOID SPALLING OR

CRACKING OF THE EXISTING CONCRETE.

BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP) UNLESS INDICATED OTHERWISE.

ALL WELDS SHALL BE CONTINUOUS SEAL WELDS UNLESS NOTED OTHERWISE.

3. THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS PER IBC THAT ARE EXPECTED TO CONTAIN CALCULATIONS OR SAFETY RELATED SYSTEM INFORMATION FOR REVIEW TO MEET BUILDING PERMITTING REQUIREMENTS FOR DESIGNED SYSTEMS. PRIOR TO INSTALLATION OF THE INDICATED STRUCTURAL ELEMENT, EQUIPMENT, DISTRIBUTION SYSTEM, OR COMPONENT OR ITS ANCHORAGE, THE CONTRACTOR SHALL SUBMIT THE REQUIRED CALCULATIONS AND SUPPORTING DATA AND DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE ENGINEER. ADDITIONALLY, ACCEPTANCE INDICATED ON THE ENGINEER’S COMMENT FORM, ALONG WITH THE COMPLETED, FINAL SUBMITTAL SHALL THEN BE FILED BY THE CONTRACTOR AND ACKNOWLEDGED AS

ACCEPTED BY THE PERMITTING AGENCY PRIOR TO INSTALLATION OF THESE ITEMS.

PROJECT SPECIFIC REQUIREMENTS FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORIES C, D, E, OR F ARE CONTAINED IN TABLE 4. ADDITIONAL TESTING REQUIREMENTS FOR STRUCTURAL RESISTANCE ARE CONTAINED IN

TABLE 6.

4.

4.

5.

5. FOR ADDITIONAL REQUIREMENTS, REFER TO SPECIFICATION SECTION 01 45 33, SPECIAL INSPECTION, OBSERVATION

AND TESTING. THESE INCLUDE:

8 8

METAL FABRICATIONS CONTRACTOR’S REQUIREMENTS TO PROVIDE ACCESS TO THE WORK FOR REQUIRED INSPECTIONS, AND TO

PROVIDE NOTICE OF REQUIRED INSPECTIONS AND STRUCTURAL OBSERVATION.

CONTRACTOR’S STATEMENT OF RESPONSIBILITY FOR WORK TO BE PERFORMED ON SYSTEMS DESIGNATED

UNDER THE STATEMENT OF SPECIAL INSPECTIONS PLAN FOR WIND OR SEISMIC RESISTANCE.

o.

STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS:

W-SHAPES

1. SPECIFICATION

SECTION

ITEMb.A992

OTHER STEEL SHAPES AND PLATES

SQUARE OR RECTANGULAR STEEL HOLLOW STRUCTURAL SECTIONS (HSS) A500, GRADE B FY = 46 KSI ROUND HOLLOW STRUCTURAL SECTIONS (HSS) A500, GRADE B Fy = 42 KSI

STEEL PIPE A53

STAINLESS STEEL SHAPES A276

BASE PLATES A572, GRADE 50

BOLTS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO THE FOLLOWING ASTM STANDARDS

EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE:

A36 DEFINITIONS AND TERMINOLOGY USED IN THIS STATEMENT OF SPECIAL INSPECTIONS.c. 01 88 15 SEISMIC ANCHORAGE AND BRACING

ANY EQUIPMENT OR COMPONENT IN WHICH A TECHNICAL

SPECIFICATION REQUIRES SUBMITTAL OF EQUIPMENT

OR ANCHORAGE SYSTEM CALCULATIONS

SPECIAL INSPECTION OTHER

SPECIAL INSPECTION WILL BE IN ACCORDANCE WITH IBC SECTION 1704 AND 1705 TOGETHER WITH LOCAL AND STATE AMENDMENTS. REFER TO THE TABLES CONTAINED ON THESE GENERAL SHEETS FOR PROJECT SPECIFIC INSPECTION TYPES

AND FREQUENCIES.

1.

7 72.

GEOTECHNICAL OBSERVATION

UNLESS SHOWN OTHERWISE A325-N OR ASTM 1852, TYPE 1

(TWIST OFF TENSION CONTROL BOLTS)

F593, AISI TYPE 316, CONDITION CW

F1554, GR 55 / A153

A307

F593, AISI TYPE 316, CONDITION CW

A307 / A153

F468, ALLOY 2024-T4

A563 F436

ALL FOUNDATION BEARING SURFACES SHALL BE INSPECTED UNDER THE SUPERVISION

OF A REGISTERED GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FOUNDATION

REINFORCING STEEL.

1.2. SPECIAL INSPECTIONS WILL BE PROVIDED BY A CERTIFIED OR QUALIFIED INSPECTOR AND ASSOCIATED TESTING WILL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY. THE OWNER WILL SECURE AND PAY FOR THE SERVICES OF THE AGENCY TO PERFORM ALL SPECIAL INSPECTION AND ASSOCIATED TESTS. INSPECTORS FOR EACH SYSTEM AND MATERIAL WILL BE INTERNATIONAL CODE COUNCIL (ICC) CERTIFIED OR OTHERWISE APPROVED BY THE

BUILDING OFFICIAL.

ANCHOR BOLTS (AB)

STAINLESS STEEL

GALVANIZED STEEL

MACHINE BOLTS (MB)

STEEL

STAINLESS STEEL

GALVANIZED STEEL

ALUMINUM

2. ADDITIONAL GEOTECHNICAL SPECIAL INSPECTION REQUIREMENTS ARE LISTED IN

TABLE 1. GEOTECHNICAL TESTING REQUIREMENTS ARE LISTED IN TABLE 3

3. THE SPECIAL INSPECTOR WILL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND SUBMIT RECORDS OF INSPECTION. ALL DISCREPANCIES WILL BE BROUGHT TO THE IMMEDIATE ATTENTION

OF THE CONTRACTOR FOR CORRECTION. SPECIAL INSPECTIONS FOR WIND RESISTANCE

SPECIAL INSPECTIONS REQUIREMENTS FOR WIND RESISTANCE IN ACCORDANCE WITH IBC

SECTION 1705.11 ARE NOT APPLICABLE TO THIS PROJECT.

1.NUTS

WASHERS

SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE SUBMITTED TO THE ENGINEER, CONTRACTOR, BUILDING OFFICIAL, AND OWNER WITHIN ONE WEEK OF INSPECTION OR WITHIN ONE WEEK OF TEST COMPLETION. INSPECTIONS FOR WHICH REPORTING WILL BE REQUIRED ARE NOTED IN THE TABLES CONTAINED ON THIS STATEMENT OF SPECIAL INSPECTIONS.

4.

6 6

SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE5. AT THE CONCLUSION OF CONSTRUCTION, A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION

OF PREVIOUSLY NOTED DISCREPANCIES WILL BE SUBMITTED.

3. EACH PIECE SHALL BE DIE-STAMPED WITH Pc Mk BEFORE GALVANIZING, AND CIRCLED WITH BLACK INDELIBLE INK AFTER GALVANIZING. SPECIAL INSPECTIONS REQUIREMENTS FOR SEISMIC RESISTANCE WILL BE IN

ACCORDANCE WITH IBC SECTIONS 1705.12 AND 1705.13 TOGETHER WITH LOCAL AND

STATE…