City of Ashland WTP Offsite Facilities Drawings.pdf

26 84

20 20

95395

R I V E

R

C O L U M B I A

EUGENE

SALEM

PORTLAND

O R E G O N

ASHLAND

PROJECT

LOCATION

TUALATIN

BROOKINGS

GRANTS

PASS

COOS

BAY

LINCOLN

CITY

NEWPORT

ROSEBURG

CORVALLIS

ALBANY

BEAVERTON

TIGARD

BEND

BURNS

THE

DALLES

PENDLETON

ONTARIO

La

GRANDE

BAKER

ASTORIA

HILLSBORO

ST.

HELENS

Project No.

Date:

C o n t r a c t D r a w i n g s F o r

10193663

City of Ashland Water Treatment Plant

1111 Granite Street Ashland, OR 97520

May 2025

ISSUED FOR BIDDING

Offsite Facilities

C I T Y O F

SHEET NO. TITLE

General

000G001 COVER AND LOCATION MAP

000G002 DRAWING INDEX - 1

000G003

000G004

GENERAL ABBREVIATIONS

GENERAL LEGEND AND SYMBOLS

000E001 ELECTRICAL LEGEND AND SYMBOLS

000E701 ELECTRICAL DETAILS 1

Civil

000C001 LEGEND AND SYMBOLOGY

000C002 OVERALL SITE LAYOUT PLAN

000C003 SITE LAYOUT AND HORIZONTAL CONTROL PLAN PLAN

000C004 EROSION AND SEDIMENT CONTROL COVER SHEET

000C005A EROSION AND SEDIMENT CONTROL GENERAL NOTES

000C006 EROSION AND SEDIMENT CONTROL PLAN 1 EXISTING CONDITIONS

000C007 EROSION AND SEDIMENT CONTROL PLAN 2 DEMO, CLEARING, GRADING, EXCAVATION,

AND LAND DEVELOPMENT PLAN

000C008 EROSION AND SEDIMENT CONTROL PLAN 3 TREE PROTECTION AND REMOVAL PLAN

000C009A EROSION AND SEDIMENT CONTROL PLAN 4A STREET AND UTILITES

000C010 ErOSION AND SEDIMENT CONTROL PLAN 5 VERTICAL CONSTRUCTION

000C011A EROSION AND SEDIMENT CONTROL PLAN 6A FINAL STABILIZATION PLAN

000C012 EROSION AND SEDIMENT CONTROL PLAN 7 EXISTING TREE INVENTORY AND ACTION TABLE

000C013 EROSION AND SEDIMENT CONTROL DETAILS 1

000C014 EROSION AND SEDIMENT CONTROL DETAILS 2

000C015 EROSION AND SEDIMENT CONTROL DETAILS 3

000C101 BRIDGE HORN CREEK ROAD AT ASHLAND CREEK

000C102 CULVERT FOOTING PLAN

000C103 CULVERT FOOTING DETAILS

000C104 CULVERT NORTH WALL

000C105 CULVERT SOUTH WALL

000C106 CULVERT WALL SECTION DETAILS

001C100 CIVIL TYPICAL SECTIONS 1

001C101 GRANITE STREET PLAN AND PROFILE

001C102 HORN CREEK ROAD PLAN AND PROFILE A

001C103 HORN CREEK ROAD PLAN AND PROFILE B

001C108 GRADING PLAN AREA 1

001C202 STORMWATER PLAN MAIN SITE

001C205 STORMWATER PLAN SD5 PLAN & PROFILE

001C300 ASHLAND CREEK STREAMBED IMPROVEMENTS

001C301 ASHLAND CREEK STREAMBED IMPROVEMENTS GENERAL NOTES

001C302 ASHLAND CREEK TEMPORARY WATER MANAGEMENT PLAN

001C303 ASHLAND CREEK TEMPORARY WATER MANAGEMENT PLAN DETAILS & NOTES

001L101 OVERALL LANDSCAPE PLAN

001L501 LANDSCAPE DETAILS

001L502 LANDSCAPE DETAILS

001L601 LANDSCAPE SCHEDULE & NOTES

002C101 OVERALL SITE PIPING PLAN

002C103 ENLARGED AREA YARD PIPING PLAN - AREA 2

002C104 ENLARGED AREA YARD PIPING PLAN - AREA 3

002C105 ENLARGED AREA YARD PIPING PLAN - AREA 4

002C107 SECTIONS

002C202 SANITARY PLAN AND PROFILE 2

002C203 SANITARY PLAN AND PROFILE 3

002C302 YARD PIPING - PROFILE 2

002C303 YARD PIPING - PROFILE 3

002C501 PIPELINE DETAILS 1

002C502 PIPELINE DETAILS 2

002C503 PIPELINE DETAILS 3

002C519 STORMWATER DETAILS I

002C520 STORMWATER DETAILS II

002C521 STORMWATER DETAILS III

002C522 STORMWATER DETAILS IV

002C523 STORMWATER DETAILS V

004E100 ELECTRICAL OVERALL SITE PLAN

004E101 ELECTRICAL ENLARGED SITE PLAN 1

004E102 ELECTRICAL ENLARGED SITE PLAN 2

004E103 ELECTRICAL ENLARGED SITE PLAN 3

004E104 ELECTRICAL ENLARGED SITE PLAN 4

000C005B EROSION AND SEDIMENT CONTROL PROJECT OVERVIEW

000C009B EROSION AND SEDIMENT CONTROL PLAN 4B STREET AND UTILITES

000C011B EROSION AND SEDIMENT CONTROL PLAN 6B FINAL STABILIZATION PLAN

GENERAL

DRAWING

INDEX

000G002 000G002.dwg

NTS

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

C I T Y O F

10193663

PIERRE KWAN

CIVIL

LANDSCAPE

ELECTRICAL

City of Ashland

Water Treatment Plant Offsite Facilities

Ashland, Oregon 2025

ISSUED FOR BIDDING05.05.2025

M. GURRAD

R. MCCOMB

J. MEGRDITCHIAN

J. MARCUM

N. FASTENAU

STRUCTURAL K. MUNSON

C. GIESEKE

INDEX

Pierre Kwan (May 7, 2025 13:06 PDT) Pierre Kwan

HFANCHER

Snapshot https://na1.documents.adobe.com/verifier?tx=CBJCHBCAABAAsv0EHATZyzxHPyFusU3eaNo7Dnh-D_Jl

TOP OF BOLT, TOP OF BANK,

TOP OF BEAM, TOP OF BERM

TOP OF CURB, TOP OF CONCRETE

TOP OF DUCT

TOP OF FOOTING

TOP OF GRATING

TOLERANCE, TOP OF LEDGER

TOP OF MASONRY

TOP OF PLATE

TOPOGRAPHY

TOP OF SLAB, TOP OF STEEL,

TOE OF SLOPE

TOP OF WALL

TOILET PARTITION, TELEPHONE POLE,

TOE PLATE, TRAP PRIMER

TOILET PAPER DISPENSER

TOPPING, THROUGH PLATE GIRDER

TRANSOM

TRANSITION

TRENCH DRAIN

TYPICAL

URINAL

UNDERGROUND

ULTIMATE

UNFINISHED

UNLESS NOTED OTHERWISE

UTILITY

VENT, VELOCITY, VOLT

VOLT AMPERE

VACUUM

VARNISH, VARIABLE,

VOLT AMPERES REACTIVE

VAPOR BARRIER, VINYL BASE,

VALVE BOX

VERTICAL CURVE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE,

VERTICAL CENTERLINE

VELOCITY

VENTILATION

VERTICAL

VERTICAL REINFORCING

VERTICAL GRAIN

VERIFY IN FIELD

VINYL

VOLUME

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF TANGENCY

VERSUS, VAPOR SEAL

VENT THROUGH ROOF

VINYL WALL COVERING

WITH

WITHOUT

WATT, WEST, WIDE, WINDOW, WIRE,

WIDE FLANGE BEAM

WOOD BASE

WATER CLOSET, WATER COLUMN

WOOD, WIDTH

WIDE FLANGE, WASH FOUNTAIN

WIRE GLASS, WATER GAGE

WALL HYDRANT, WEEP HOLE

WROUGHT IRON

WATER LEVEL

WELDED

WIRE MESH

WEATHERPROOF

WATERSTOP, WATER SURFACE

WAINSCOT

WEIGHT, WATER TIGHT

WATERPROOF, WORKING POINT

WELDED WIRE FABRIC

EXPLOSION-PROOF

EXTRA STRONG

CROSS SECTION

DOUBLE EXTRA STRONG

YARD HYDRANT

YIELD STRENGTH

TOB

TOC

TOD

TOF

TOG

TOL

TOM

TOP

TOPO

TOS

TOW

TP

TPD

TPG

TR

TRANS

TRD

TYP

U

UG

ULT

UNFN

UNO

UTIL

V

VA

VAC

VAR

VB

VC

VCP

VCT

VEL

VENT

VERT

VERTS

VG

VIF

VIN

VOL

VPC

VPI

VPT

VS

VTR

VWC

W/ W/O W

WB

WC

WD

WF

WG

WH

WI

WL

WLD

WM

WP

WS

WSCT

WT

WTHP

WWF

XP

XS

XSECT

XXS

YH

YS

REMOVE AND REPLACE

REMOVE AND SALVAGE

RADIUS, REGISTER, RISER

RETURN AIR

RESILIENT BASE, ROCK BERM

RECEPTACLE

ROOF DRAIN

RECESS

RECEIVED

RECTANGULAR

REDUCER

REFERENCE

REINFORCING

REMOVE

REQUIRED

RESILIENT

RETAINING, RETURN

REVISION, REVERSE

RESILIENT FLOORING

ROOFING

REFLECTED, REFLECTOR

ROUGH

RIGID GALVANIZED STEEL

RELIEF HOOD, RIGHT HAND,

RELATIVE HUMIDITY

REQUIRED LAP

RELIEF AIR

ROUND

RUNNING

ROUGH OPENING

RIGHT-OF-WAY

REVOLUTIONS PER MINUTE

RAILROAD

ROCK SLOPE PROTECTION

RIGHT

RESILIENT VINYL TILE

READY

SOUTH, SINK

SUPPLY AIR

SOUND-ABSORBING MASONRY UNIT

SANITARY

SPLASH BLOCK

SOLID CORE

SCHEDULE

SCHEMATIC

SCREEN

STEEL/ALUMINUM EDGE

SECONDARY, SECONDS

SECTION

SEPARATE

SQUARE FOOT, SILT FENCE

SHEET GLASS, SEALANT GROOVE

SHOWER

SHEET

SHEATHING

SILENCE

SIMILAR

SLAB JOINT

SLOPE, STEEL LINTEL

SLOTTED

SLEEVE

SEAMLESS

SLAB ON GRADE

SOUNDPROOF, STANDPIPE

SPACING

SPECIFICATION

SUPPLY

SINGLE POLE SINGLE THROW

SET POINT

SQUARE

SHORT RADIUS

SERVICE SINK

STAINLESS STEEL

STREET

STATION

STANDARD

STIFFENER

STIRRUP

STEEL

STORAGE

STRUCTURAL, STRAIGHT

SUBSTITUTE

SUCTION

SUSPENDED

SQUARE YARD

SYMBOL

SYMMETRICAL

SYNTHETIC

SYSTEM

TOP AND BOTTOM

TONGUE AND GROOVE

TILE, TREAD

TOILET ACCESSORY, TEMPERED AIR

TANGENT

TEMPORARY BENCHMARK

TEMPORARY CONSTRUCTION EASEMENT

TROWELED EPOXY FLOORING

TEMPORARY, TEMPERATURE

THREAD

THICK

THRESHOLD

TACK BOARD

R&R R&S R

RA

RB

RCPT

RD

REC

RECD

RECT

RED

REF

REINF

REM

REQD

RESIL

RET

REV

RF

RFG

RFL

RGH

RGS

RH

RL

RLFA

RND

RNG

RO

ROW

RPM

RR

RSP

RT

RVT

RY

S

SA

SAMU

SAN

SB

SC

SCH

SCHEM

SCN

SE

SEC

SECT

SEP

SF

SG

SH

SHT

SHTG

SIL

SIM

SJ

SL

SLTD

SLV

SMLS

SOG

SP

SPA

SPEC

SPLY

SPST

SPT

SQ

SR

SS

SST

ST

STA

STD

STIF

STIR

STL

STOR

STR

SUB

SUC

SUSP

SY

SYM

SYMM

SYN

SYS

T&B T&G T

TA

TAN

TBM

TCE

TEF

TEMP

THD

THK

THRESH

TKBD

NORTH, NEUTRAL

NOT APPLICABLE

NATURAL, NATIONAL

NORMALLY CLOSED

NEGATIVE

NEAR FACE, NON-FUSED

NOT IN CONTRACT

NORMALLY OPEN, NUMBER

NOMINAL

NOMINAL PIPE SIZE

NATIONAL PIPE THREAD

NEAR SIDE

NOT TO SCALE

NORMAL WATER LEVEL

OUT TO OUT

OUTSIDE AIR, OVERALL

ON CENTER

OVER CURRENT PROTECTION DEVICE

OUTSIDE DIAMETER

OPEN END DUCT

OUTSIDE FACE, OFFICE FURNISHING

OWNER FURNISHED CONTRACTOR

INSTALLED

OWNER FURNISHED OWNER INSTALLED

ORIGINAL GROUND

OVERHEAD

OPENING

OPPOSITE

OPTIONAL

OUTSIDE RADIUS

OVERFLOW ROOF DRAIN

ORIGINAL

OVERFLOW

OVERHANG

OUNCE

PAINT

PUBLIC ADDRESS

PARALLEL, PARAPET

PANIC BAR, PULL BOX

PARTICLE BOARD

POINT OF CURVE, PIECE, PRECAST

POINT OF COMPOUND CURVATURE

POUNDS PER CUBIC FOOT

PERCENT

PLAIN END

PEDESTAL

PENETRATION

PERFORATED

PERMANENT

PERPENDICULAR

POWER FACTOR

PREFACED MASONRY UNIT

PHASE

POINT OF INTERSECTION

PACKAGE

PLATE, PROPERTY LINE,

PRECAST LINTEL

PLASTER

PLATFORM

PLUMBING

POUNDS PER LINEAR FOOT

PNEUMATIC

POLISH

POSITIVE, POSITION

POLYPROPYLENE, POWER POLE

POINT OF REVERSE CURVATURE

PREFINISHED

PREFABRICATED

PRELIMINARY

PREPARE

PRESSURE

PRIMARY

PROPERTY, PROPOSED

PROTECTION

PIPE SUPPORT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAGE

PRESTRESSED

POINT, POINT OF TANGENCY

PARTITION

POLYVINYL CHLORIDE, POINT OF

VERTICAL CURVE

PAVEMENT

PLYWOOD

PLYWOOD WEB JOIST

PIEZOMETER

RATE OF FLOW

QUARRY TILE

QUARTER

QUANTITY

QUALITY

N

NA

NAT

NC

NEG

NF

NIC

NO

NOM

NPS

NPT

NS

NTS

NWL

O TO O

OA

OC

OCPD

OD

OED

OF

OFCI

OFOI

OG

OH

OPNG

OPP

OPT

OR

ORD

ORIG

OVFL

OVHG

OZ

P

PA

PAR

PB

PBD

PC

PCC

PCF

PCT

PE

PED

PEN

PERF

PERM

PERP

PF

PFMU

PH

PI

PKG

PL

PLAS

PLAT

PLBG

PLF

PNEU

POL

POS

PP

PRC

PREF

PREFAB

PRELIM

PREP

PRES

PRI

PROP

PROT

PS

PSF

PSI

PSIA

PSIG

PST

PT

PTN

PVC

PVMT

PWD

PWJ

PZ

Q

QT

QTR

QTY

QUAL

ID

IE

IF

IH

IMP

IN

INC

INF

INSTR

INSUL

INT

INTR

INV

IPS

IPT

IR

IRR

ISO

JB

JCT

JF

JST

JT

K

KB

KCMIL

KD

KO

KSI

KW

L

LAD

LAM

LATL

LB

LCTB

LDG

LDR

LE

LF

LG

LH

LIN

LIQ

LLH

LLV

LMLU

LNG

LOC

LP

LPS

LR

LT

LTD

LTG

LTL

LTNG

LV

LVL

LVR

LW

LWC

LWL

MA

MACH

MAINT

MAN

MATL

MAX

MB

MBR

MC

MCB

MCJ

MDMJ

MECH

MED

MFR

MH

MIN

MIR

MISC

MJ

ML

MLO

MMB

MO

MOD

MON

MPT

MRGWB

MS

MSL

MT

MU

MULL

MV

MW

INSIDE DIAMETER, INTERIOR DIMENSION

INVERT ELEVATION, FOR EXAMPLE

INSIDE FACE

INTAKE HOOD

IMPACT

INCH

INCLUDE, INCANDESCENT

INFLUENT

INSTRUMENTATION

INSULATION

INTERIOR, INTERSECTION

INTERMEDIATE, INTERIOR

INVERT

IRON PIPE SIZE

INTERNAL PIPE THREAD

INSIDE RADIUS, IRON ROD

IRRIGATION

ISOMETRIC

JUNCTION BOX

JUNCTION

JOINT FILLER

JOIST

JOINT

KIP

KNEE BRACE

THOUSAND CIRCULAR MILS

KNOCK DOWN

KNOCK OUT

KIPS PER SQUARE INCH

KILOWATT

ANGLE, LENGTH, LAVATORY, LINTEL

LADDER

LAMINATE

LATERAL

LAG BOLT, POUND

LIQUID CHALK AND TACK BOARD

LANDING

LEADER

LIFTING EYE

LINEAR FOOT

LONG

LEFT HAND

LINEAR

LIQUID

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIQUID MARKER LECTURE UNIT

LONGITUDINAL

LOCATION

LOW POINT

LOW-PRESSURE SODIUM

LONG RADIUS

LEFT

LIMITED

LIGHTING

LINTEL

LIGHTNING

LOW VOLTAGE

LAMINATED VENEER LUMBER

LOUVER

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

LOW WATER LEVEL

MIXED AIR

MACHINED

MAINTENANCE

MANUAL

MATERIAL

MAXIMUM

MACHINE BOLT

MEMBER

MECHANICAL CONTRACTOR,

MECHANICAL COUPLING,

MOMENT CONNECTION

METAL CORNER BEAD

MASONRY CONTROL JOINT

MODIFIED DOUBLE MECHANICAL JOINT

MECHANICAL

MEDIUM

MANUFACTURER

MANHOLE, METAL HALIDE

MINIMUM

MIRROR

MISCELLANEOUS

MECHANICAL JOINT

MASONRY LINTEL

MAIN LUGS ONLY

MEMBRANE

MASONRY OPENING

MODULAR, MODIFY

MONUMENT

MALE PIPE THREAD

MOISTURE-RESISTANT

GYPSUM WALLBOARD

MOP SINK

MEAN SEA LEVEL

MOUNT

MASONRY UNIT

MULLION

MEDIUM VOLTAGE

MONITORING WELL

F TO F

F&B

FAB

FB

FBD

FBG

FBM

FBO

FC

FCA

FD

FDC

FDR

FDTN

FE

FEC

FES

FEXT

FF

FG

FH

FIG

FIN

FJT

FL

FLEX

FLG

FLOR

FLR

FLS

FN

FO

FOB

FOC

FOF

FOM

FOS

FOT

FPT

FR

FRP

FRTM

FS

FT

FTG

FUR

FURN

FUT

FV

FW

FWD

FXTR

G

GA

GAL

GALV

GB

GC

GD

GEN

GFCI

GFMU

GG

GJ

GL

GLB

GND

GP

GR

GRTG

GSB

GT

GVL

GW

GWB

GYP

H

HB

HBD

HC

HD

HDR

HDW

HEX

HGR

HH

HID

HM

HORIZ

HP

HPC

HPS

HPT

HR

HS

HSS

HT

HTG

HV

HVAC

HWD

HWL

HYD

HZ

FACE TO FACE

FACE AND BYPASS

FABRICATE

FLOOR BEAM

FIBERBOARD

FIBERGLASS

BOARD FOOT MEASURE

FURNISHED BY OWNER

FLUSHING CONNECTION

FLANGED COUPLING ADAPTER

FLOOR DRAIN

FLEXIBLE DUCT CONNECTION

FEEDER

FOUNDATION

FLANGED END

FIRE EXTINGUISHER CABINET

FLARED END SECTION

FIRE EXTINGUISHER

FAR FACE, FACTORY FINISH, FLAT FACE,

FINISHED GRADE

FIRE HYDRANT

FIGURE

FINISH

FLUSH JOINT

FLOW, FLOW LINE

FLEXIBLE

FLANGE

FLUORESCENT

FLOOR

FLASHING, FLUSH

FENCE

FINISHED OPENING

FLAT ON BOTTOM

FACE OF CONCRETE, FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF STUDS

FLAT ON TOP

FEMALE PIPE THREAD

FRAME

FIBERGLASS REINFORCED PLASTIC

FIRE RETARDANT TREATED MATERIAL

FLOOR SINK, FAR SIDE

FEET, FOOT

FOOTING, FITTING

FURRED, FURRING

FURNITURE, FURNISH

FUTURE

FACE VELOCITY

FIELD WELD, FIRE WALL

FORWARD

FIXTURE

GRILLE, GROUND

GAGE (METAL THICKNESS)

GALLON

GALVANIZED

GRAB BAR, GRADE BREAK

GROOVED COUPLING

GUARD

GENERAL

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FACE MASONRY UNIT

GUTTER GRADE

GROOVED JOINT

GLASS

GLASS BLOCK, GLULAM BEAM

GROUND

GUY POLE

GRADE

GRATING

GYPSUM SHEATHING BOARD

GREASE TRAP

GRAVEL

GUY WIRE

GYPSUM WALLBOARD

GYPSUM HARDBOARD

HIGH

HOSE BIBB

HARDBOARD

HANDICAPPED, HOLLOW CORE, HORIZONTAL

CURVE, HORIZONTAL CENTERLINE

HEAD, HOT DIP

HEADER

HARDWARE

HEXAGONAL

HANGER

HANDHOLE

HIGH-INTENSITY DISCHARGE

HOLLOW METAL

HORIZONTAL

HIGH POINT, HORSEPOWER

HORIZONTAL POINT OF CURVATURE

HIGH-PRESSURE SODIUM

HORIZONTAL POINT OF TANGENCY

HOSE REEL, HOUR

HEADED STUD, HIGH STRENGTH

HOLLOW STRUCTURAL SHAPE

HEIGHT

HEATING

HIGH VOLTAGE

HEATING, VENTILATING AND

AIR CONDITIONING

HARDWOOD

HIGH WATER LEVEL

HYDRAULIC

HERTZ, CYCLES PER SECONDCLKG

CLR

CMH

CMP

CMU

CO

COL

COM

COMB

COMM

COMP

CON

CONC

CONN

CONST

CONT

COOR

CORR

CP

CPLG

CRL

CSC

CSK

CSS

CT

CTJ

CTR

CTRL

CVT

CU

CW

CY

d D

DB

DBA

DBL

DC

DEG

DEG C

DEG F

DEMO

DEP

DEPT

DET

DI

DIA

DIAG

DIFF

DIM

DISCH

DIST

DIV

DL

DMJ

DMPF

DN

DO

DP

DPDT

DPST

DS

DT

DUP

DWG

DWL

DWR

E

EA

EC

ECC

ED

EDB

EE

EF

EFF

EHH

EIFS

EJ

EL

ELEC

EMBD

EMER

EMH

ENCL

ENGR

ENTR

EOP

EQ

EQUIP

EQUIV

ES

ESEW

EST

EW

EWC

EWEF

EWTB

EXC

EXH

EXP

EXST

EXTR

CAULKING

CLEAR

COMMUNICATION MANHOLE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEANOUT, CONCRETE OPENING

COLUMN

COMMON

COMBINATION

COMMUNICATION

COMPOSITION, COMPRESSIBLE,

COMPOSITE

CONCENTRIC

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COORDINATE

CORROSIVE, CORRUGATED

CHECKER PLATE, CONTROL POINT

COUPLING

CORROSION-RESISTANT LINING

COMPRESSION SLEEVE COUPLING

COUNTERSINK

CLINIC SERVICE SINK

CERAMIC TILE

CONTRACTION JOINT

CENTER

CONTROL

CULVERT

COPPER, CUBIC

CLOCKWISE

CUBIC YARD

PENNY (NAIL MEASURE)

DEEP, DIFFUSER, DRAIN

DUCT BANK, DECIBEL, DRY BULB

DEFORMED BAR ANCHOR

DOUBLE

DIRECT CURRENT

DEGREE

DEGREE CENTIGRADE

DEGREE FAHRENHEIT

DEMOLITION

DEPRESSED

DEPARTMENT

DETAIL

DROP INLET, DUCTILE IRON, DIGITAL INPUT

DIAMETER

DIAGONAL, DIAGRAM

DIFFERENTIAL, DIFFERENCE

DIMENSION

DISCHARGE

DISTANCE, DISTRIBUTION

DIVISION

DEAD LOAD

DOUBLE MECHANICAL JOINT

DAMP PROOFING

DOWN

DISSOLVED OXYGEN, DIGITAL OUTPUT, DITTO

DEPTH

DOUBLE POLE, DOUBLE THROW

DOUBLE POLE, SINGLE THROW

DOWN SPOUT

DOUBLE TEE, DRIP TRAP ASSEMBLY

DUPLICATE

DRAWING

DOWEL

DRAWER

EAST

EACH, EXHAUST AIR

ELECTRICAL CONTRACTOR

ECCENTRIC

EQUIPMENT DRAIN

ELECTRICAL DUCT BANK

EACH END

EACH FACE

EFFLUENT, EFFICIENCY

ELECTRICAL HANDHOLE

EXTERIOR INSULATION &

FINISH SYSTEM

EXPANSION JOINT

ELBOW, ELEVATION

ELECTRICAL

EMBEDDED

EMERGENCY

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEER

ENTRANCE

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EQUIVALENT

EACH SIDE, EQUAL SPACE,

EMERGENCY SHOWER

EMERGENCY SHOWER AND EYE WASH

ESTIMATE

EACH WAY, EMERGENCY, EYE/FACE WASH

ELECTRIC WATER COOLER

EACH WAY, EACH FACE

EACH WAY, TOP AND BOTTOM

EXCAVATION

EXHAUST

EXPANSION, EXPOSED

EXISTING

EXTRUDEDA/C

A/E A

AB

ABAN

ABC

ABT

AC

ACK

ACP

ACST

AD

ADDL

ADH

ADJ

AF

AFF

AFG

AGGR

AI

AIC

ALIG

ALT

ALUM

AM

AMB

ANC

AO

AP

APRX

APVD

ARCH

ASSY

AT

ATC

ATM

AUTO

AUX

AVE

AVG

AWG

AWT

B TO B

BAL

BBD

BC

BD

BE

BF

BITUM

BKG

BL

BLDG

BLK

BLKG

BM

BOC

BOD

BOG

BOL

BOP

BOR

BOT

BOU

BP

BRG

BRGP

BRKT

BS

BTU

BTW

BTWLD

BU

BUR

BW

BYP

CTOC

C&G C

CAB

CAP

CAT

CAV

CB

CCB

CCW

CDF

CE

CER

CF

CFL

CHD

CHFR

CHH

CI

CIP

CIPB

CIRC

CJ

CKT

CL

CLGAIR CONDITIONING

ARCHITECT/ENGINEER

AMPERE

ANCHOR BOLT

ABANDON

AGGREGATE BASE COURSE

ABOUT

ALTERNATING CURRENT

ACKNOWLEDGE

ACOUSTIC CEILING PANEL,

ASPHALTIC CONCRETE PAVEMENT

ACOUSTIC

ADDENDUM, AREA DRAIN

ADDITIONAL

ADHESIVE

ADJUSTABLE, ADJACENT

AMP FRAME, AMP FUSE

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AGGREGATE

AREA INLET, ANALOG INPUT

AMPS INTERRUPTING CAPACITY

ALIGNMENT

ALTERNATE, ALTITUDE

ALUMINUM

ACOUSTICAL MATERIAL

AMBIENT

ANCHOR

ANALOG OUTPUT

ACCESS PANEL

APPROXIMATE

APPROVED

ARCHITECTURAL

ASSEMBLY

ACOUSTICAL TILE, AMP TRIP

ACOUSTICAL TILE CEILING

ATMOSPHERE

AUTOMATIC

AUXILIARY

AVENUE

AVERAGE

AMERICAN WIRE GAGE

ACOUSTICAL WALL TILE

BACK TO BACK

BALANCE

BULLETIN BOARD

BASE CABINET, BOTTOM CHORD,

BOLT CENTER, BOLT CIRCLE

BOARD

BOTH ENDS, BELL END

BOTH FACES, BOTTOM FACE,

BLIND FLANGE, BOARD FEET

BITUMINOUS

BACKING

BASE LINE

BUILDING

BLOCK

BLOCKING

BENCHMARK, BEAM

BACK OF CURB

BOTTOM OF DUCT

BOTTOM OF GRILLE

BOTTOM OF LOUVER, BOLLARD

BOTTOM OF PIPE

BOTTOM OF REGISTER

BOTTOM

BOTTOM OF UNIT

BASE PLATE

BEARING

BEARING PLATE

BRACKET

BOTH SIDES

BRITISH THERMAL UNIT

BETWEEN

BUTT WELD

BELL UP, BUILT-UP

BUILT-UP ROOFING

BOTH WAYS

BYPASS

CENTER TO CENTER

CURB AND GUTTER

CHANNEL SHAPE, CENTIGRADE, CONDUIT

CABINET

CAPACITY

CATALOG, CATEGORY

CAVITY

CATCH BASIN

CONCRETE BLOCK

COUNTER CLOCKWISE

CONTROLLED-DENSITY FILL

CONCRETE EDGE

CERAMIC

CUBIC FEET (FOOT)

COUNTER FLASHING

CHORD

CHAMFER

COMMUNICATION HANDHOLE

CURB INLET

CAST-IN-PLACE

CONCRETE INTERLOCKING PAVER

BALLAST

CIRCULATION, CIRCULAR

CONSTRUCTION JOINT

CIRCUIT

CENTERLINE, CLASS, CLOSE

CEILING

GENERAL NOTES:

THESE ABBREVIATIONS APPLY TO THE ENTIRE SET

OF CONTRACT DRAWINGS.

1.

LISTING OF ABBREVIATIONS DOES NOT IMPLY

THAT ALL ABBREVIATIONS ARE USED IN THE

CONTRACT DRAWINGS.

2.

ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE

VARIATIONS OF A WORD. FOR EXAMPLE, "MOD" MAY

MEAN MODIFY OR MODIFICATION, "INC" MAY MEAN

INCLUDED OR INCLUDING, AND "REINF" MAY MEAN

REINFORCE OR REINFORCING.

3.

SEE INSTRUMENTATION AND GENERAL LEGEND

SHEETS FOR PROJECT-SPECIFIC EQUIPMENT AND

PIPING SYSTEM ABBREVIATIONS.

4.

PVC-RGS PVC COATED RGS

BOW BOTTOM OF WALL

FINISHED FLOOR

EXT EXTERIOR, EXTERNAL, EXTENSION

BESS BATTERY ENERGY STORAGE SYSTEM

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

C I T Y O F

10193663

PIERRE KWAN

CIVIL

LANDSCAPE

ELECTRICAL

City of Ashland

Water Treatment Plant Offsite Facilities

Ashland, Oregon 2025

ISSUED FOR BIDDING05.05.2025

M. GURRAD

R. MCCOMB

J. MEGRDITCHIAN

J. MARCUM

N. FASTENAU

STRUCTURAL K. MUNSON

C. GIESEKE

GENERAL

DRAWING

ABBREVIATIONS

000G003 000G003.dwg

NTS

Pierre Kwan (May 7, 2025 13:06 PDT) Pierre Kwan

HFANCHER

X

X

X

XXX

X

ROOM

NAME

XX-XX

EQUIPMENT IDENTIFICATION

PIPING

GENERAL NOTES:

SHEET TYPE DESIGNATOR

DISCIPLINE DESIGNATOR & DISCIPLINE ORDER

AREA DESIGNATION

EXAMPLE

ARCHITECTURAL

KEY NOTE DESIGNATION

PLAN TITLE

SECTION CUT MARKER

DETAIL MARKER

MULTIPLE ELEVATION OR PHOTO MARKER

DETAIL MARKER

SECTION TITLE

ELEVATION TITLE

DETAIL TITLE

FULL BUILDING SECTION CUT MARKER

1/4" = 1'-0"

X

XXX 3/8" = 1'-0"

XXX

XXXXXX

X

XXX 1/4" = 1'-0"

X

XXX

X

XXX 3" = 1'-0"

A

MIXER 2

BALLASTED

FLOC TANK

INDICATES MIXER

EXAMPLEFIGURE

36"LINE SIZE

PLANT EFFLUENTSERVICE

EXAMPLE36"-PLEFIGURE

MX-XNZZ

PRETREATMENT AND OZONE ARCHITECTURAL SECTION, DRAWING 01

GENERAL (SYMBOLS, LEGENDS)

PLANS

ELEVATIONS

SECTIONS

LARGE SCALE VIEWS

DETAILS

SCHEDULES AND DIAGRAMS

PROFILES

3D REPRESENTATIONS

GENERAL

SURVEYING/MAPPING

DEMOLITION

CIVIL

STRUCTURAL

ARCHITECTURAL

SOLAR

PROCESS

MECHANICAL (HVAC)

PLUMBING

ELECTRICAL

INSTRUMENTATION

000 GENERAL

G V X C S A Q D M P E Y

EQUIPMENT

ABBREVIATION

PROCESS AREA

EQUIPMENT

NUMBER

KEY NOTE NUMBER

LOUVER

WINDOW TYPE

WALL TYPE

COLUMN GRID LINE

ROOM NUMBER

DOOR NUMBER

ACCESSORY, FURNITURE,

AND MISCELLANEOUS

EQUIPMENT IDENTIFIER

ARROW INDICATES

DIRECTION OF PLAN

NORTH

FOR REFERENCING DETAILS BOUND IN

SPECIFICATIONS OR SEPARATE VOLUME.

SHEET WHERE SECTION

IS LOCATED

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SHEET WHERE DETAIL

IS LOCATED *

ELEVATION

IDENTIFICATION NUMBER

SHEET WHERE POINT OF VIEW

MARKER CAN BE FOUND *

* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-).

1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS

THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.

2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE

SAME SHEET THEY ARE CUT OR CALLED OUT ON.

ARROW INDICATES POINT OF

VIEW ELEVATION

INDICATES SHEET WHERE

ELEVATION IS LOCATED

FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.

X

XX

X

SECTION LETTER

FLAG INDICATES DIRECTION

OF SECTION CUT

SECTION LETTER

DETAIL NUMBER

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

ELEVATION NUMBER

SHEET WHERE

SECTION IS LOCATED

SECTION LETTER

TARGET ELEVATION

ARROW INDICATES

DIRECTION OF SECTION

CUT

IDENTIFICATION SYMBOLOGY SHEET NAMING CONVENTIONGENERAL SYMBOLOGY

PLAN

SECTION

DETAIL

ELEVATIONX

XXX

X

XXX

MATERIALS IN PLAN/SECTION

RIPRAP (PLAN AND/OR SECTION)

WEEP JOINT MORTAR

PROTECTION SYSTEM (SECTION)

SOD (SECTION)

FILTER POINT MAT (PLAN)

GRATING (PLAN)

PARTICLE BOARD (SECTION)

ORIENTED STRAND BOARD (SECTION)

GLULAM LUMBER (SECTION)

FINISHED WOOD (SECTION)

BRICK MASONRY (PLAN AND/OR SECTION)

ACOUSTICAL CEILING TILE (SECTION)

PLYWOOD (SMALL-SCALE SECTION)

GROUT (SECTION)

ASPHALT (LARGE-SCALE SECTION)

DEMOLITION (PLAN AND/OR SECTION)

CONCRETE (PLAN AND/OR SECTION)

GRANULAR FILL (SECTION)

EARTH (SECTION)

GRATING (SECTION)

CHECKERED PLATE (PLAN)

BATT INSULATION (SECTION)

WOOD - CONTINUOUS (SECTION)

METAL (SECTION)

RIGID INSULATION (SECTION)

WOOD - BLOCKING (SECTION)

PLYWOOD (LARGE-SCALE SECTION)

GYPSUM BOARD (SECTION)

SAND (SECTION)

CONCRETE MASONRY (PLAN

AND/OR SECTION)

PRECAST CONCRETE (PLAN

AND/OR SECTION)

ASPHALT (PLAN OR SMALL-SCALE SECTION)

X

XXX BUILDING OR

AREA 100

SHEET TYPE DESIGNATOR

SHEET NUMBER

DISCIPLINE DESIGNATOR

BUILDING OR AREA DESIGNATION

EXAMPLE

0 0

A

0 1

01 A 3 0 1

ARCHITECTURAL

SECTIONS

SHEET 01

SINGLE ELEVATION OR PHOTO MARKER

X

XXX

X

XXX

ARROW INDICATES

POINT OF VIEW

SHEET WHERE ELEVATION

IS LOCATED *

INTERIOR EXTERIOR

ELEVATION NUMBER

NORTH ARROW

THIS IS A STANDARD SHEET SHOWING

COMMON SYMBOLOGY. ALL SYMBOLS ARE

NOT NECESSARILY USED ON THIS PROJECT.

SCREENING OR SHADING OF WORK IS USED

TO INDICATE EXISTING COMPONENTS OR TO

DE-EMPHASIZE PROPOSED IMPROVEMENTS TO

HIGHLIGHT SELECTED TRADE WORK. REFER

TO CONTEXT OF EACH SHEET FOR USAGE.

1.

2.

001 CIVIL

100 PRETREATMENT AND OZONE BUILDING

OPERATIONS BUILDING300

BACKWASH WASTE BASINS400

CLEARWELL500

CROWSON PUMP STATION600

EXISTING WTP

GRANITE RESEVIOR

PIPING ABBREVIATIONS

ALUM

ALUM SIDESTREAM

BACKWASH SUPPLY

BACKWASH WASTE

COMPRESSED AIR

CHEMICAL DRAIN

CHEMICAL VENT

CHEMICAL OVERFLOW

CALCIUM THIOSULFATE

COOLING WATER RETURN

COOLING WATER SUPPLY

DRAIN

FILTER AID POLYMER

FILTER EFFLUENT

FILTRATE

FIRE SUPPERSION

FILTER TO WASTE

FINISHED WATER

GASEOUS OXYGEN

INSTRUMENT AIR

LOW PRESSURE AIR

LIQUID OXYGEN

MICROSAND

NITROGEN GAS SUPPLY

NON-POTABLE WATER

OVERFLOW

OFFGAS (OZONE)

OZONATED SIDESTREAM

OZONATED WATER

OZONE GAS

PROCESS DRAIN

POLYMER

POTABLE WATER

POTABLE WATER CROWSON

POTABLE WATER GRANITE

POTABLE WATER HOT

POTABLE WATER HOT RECIRCULATING

POTABLE WATER TEPID

RAW WATER

SANITARY SEWER

SODIUM CARBONATE (LIQUID)

STORM DRAIN

SODIUM HYPOCHLORITE

SODIUM HYDROXIDE

SAMPLE

SUMP PUMP DISCHARGE

SETTLING POLYMER

SERVICE/PROCESS WATER

SETTLED WATER

VENT

ALM

ALMS

BWS

BWW

CA

CD

CHV

COF

CTH

CWR

CWSD

D

FAP

FE

FIL

FSP

FTW

FW

GOX

IA

LPA

LOX

MSD

NIS

NPW

OF

OG

OZS

OZW

OZG

PD

POL

PW

PWC

PWG

PWH

PWHR

PWT

RW

SAN

SCL

SD

SHC

SHY

SMP

SPD

SPC

SVW

SW

V

EQUIPMENT ABBREVIATIONS

ANALYTICAL INSTRUMENT

AIR COMPRESSOR

ACCESS LADDER

AIR COALECER

AIR CONDITIONING UNIT

AIR DRYER

ANALYTICAL ELEMENT

AIR HANDLING UNIT

ANALYTICAL INSTRUMENT TRANSMITTER

ALTITUDE VALVE

ALUM PUMP

AIR RECEIVER

AIR RELIEF VALVE

ANNULAR SEAL

SODA ASH PUMP

BALL CHECK VALVE

BACKFLOW PREVENTOR

BUTTERFLY VALVE

BREAKER

BLOWER

BACK PRESSURE VALVE

BRIDGE CRANE

BAR SCREEN

BULK TOTE

BALL VALVE

CALIBRATION COLUMN

CLOSED CIRCUIT CAMERA CONTROL

CLOSED CIRCUIT TV

CHILLING UNIT

CHILLER

CONTROL ROOM

CALCIUM THIOSULFATE PUMP

CORPORATION STOP VALVE

CONDENSER UNIT

CHECK VALVE / SPRING LOADED CHECK VALVE

CLEARWELL

DIFFERENTIAL PRESSURE INDICATOR

DAVIT CRANE

DESTRUCT HEATHER

CHEMICAL DRUM

DIAPHRAGM SEAL

DIAPHRAGM VALVE

EDUCTOR

EXHAUST

A

AC

ACCL

ACO

ACU

AD

AE

AHU

AIT

ALT

ALP

AR

ARV

AS

ASHP

BCV

BFP

BFV

BKR

BLW

BPV

BRC

BS

BT

BV

CC

CCCC

CCTV

CHU

CHL

CR

CTHP

CSV

CU

CV

CW

DPI

DC

DH

DR

DS

DV

ED

EX

FLOW CONTROLLER

FLOW CONTROL VALVE

FLOW GAUGE

FIRE HYDRANT

FILTER

FIRE PROTECTION SYSTEM

FLOWMETER

FLASH REACTOR

SECURITY GATE

GENERATOR

GLOBE VALVE

GATE VALVE

HOIST

HOSE BIB

HYDRO-PNUEMATIC TANK

HEAT EXCHANGER

HOIST TROLLEY

HAND VALVE

HEATING WATER PUMP

CURRENT TO PNEUMATIC TRANSDUCER

INSTRUMENTATION CONTROL PANEL

IMMERSION HEATER

INJECTION QUILL

IRRIGATION SYSTEM

INTERRUPTING SWITCH

JIB CRANE

LEVEL (FLOAT) CONTROL VALVE

LIQUID OXYGEN TANK

LIMIT SWITCH

LIQUID TRAP

CONSUMPTION METER

MOTOR STARTER

MOISTURE SEPARATOR

MUFFLER

MIXER

MUD VALVE

MEDIUM VOLTAGE

NITROGEN BOOST SYSTEM

NEEDLE VALVE

OVERHEAD DOOR

OZONE DESTRUCT

OZONE GENERATOR

PUMP

PNEUMATIC TO CURRENT TRANSDUCER

FC

FCV

FG

FH

FIL

FIRE

FM

FR

GATE

GEN

GLV

GV

H

HB

HPT

HE

HT

HV

HWP

I/P

ICP

IH

IQ

IS

ISW

JC

LCV

LOXT

LS

LT

METER

MOS

MS

MU

MX

MV

MVO

NBS

NV

OD

OZD

OZG

P P/I

TRAIN 1TRAIN/LOOP

NUMBER

PROCESS AIR BLOWER

POLYMER BLENDING UNIT

PUMP CONTROL VALVE

PULSATION DAMPNER

PRESSURE ELEMENT

PROGRAMMABLE LOGIC CONTROLLER

POLYMER PUMP

PRESSURE RUPTURE DISK

PRESSURE REGULATING VALVE

PRESSURE RELIEF VALVE

PRESSURE REDUCING VALVE

PLATE SETTLER

PRESSURE SENSOR VALVE

PROXIMITY ULTRASOUND SENSOR

PLUG VALVE

POWER CENTER

FAIL ALARM SYSTEM

ROTAMETER

REFRIGERATION UNIT

SECONDARY CONTAINMENT BASIN

SCALE

SEPARATOR

SAFETY RELEASE VALVE

SLIDE GATE

SIGHT GLASS

SHOWER

SODIUM HYPOCHLORITE PUMP

SKID

SLUICE GATE

STATIC MIXER

SINK

STANDPIPE

SURGE RELIEF VALVE

SELECTOR SWITCH

STRAINER

SOLENOID VALVE

SWING ELBOW

SAFETY WASH STATION

TANK

TANK MIXER

THERMAL MASS FLOWMETER

TRANSFER PUMP

MULTIVARIABLE ALARM

UNIT HEATER

PAB

PBU

PCV

PD

PE

PLC

PMP

PRD

PRGV

PRLV

PRV

PS

PSV

PUS

PV

PWRC

QA

RTM

RU

SCB

SCL

SEP

SFRV

SG

SGL

SHW

SHYP

SKID

SLG

SM

SNK

SP

SRV

SS

STR

SV

SWE

SWS

T

TMX

TMF

TP

UA

UH

UNITERRUPTED POWER SOURCE

URINAL

VAPORIZER

VARIABLE AREA FLOWMETER

VENT FAN

VARIABLE FREQUENCY DRIVE

VAPOR HEATER

VENTURI INJECTOR

VACUUM RELIEF VALVE

VENTURI TUBE FLOWMETER

WATER HEATER

WEIGHT INDICATING TRANSMITTER

WARNING LIGHT

WATER SOFTENER

WATER FOUNTAIN

CONVERTER

YARD

"Y" STRAINER

YARD VAULT

UPS

UR

V

VAF

VF

VFD

VH

VI

VRLV

VTF

WH

WIT

WL

WS

WTR

Y

YRD

YS

YV

LIQUID OXYGEN STORAGE

SOLAR POWER SYSTEM

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

C I T Y O F

10193663

PIERRE KWAN

CIVIL

LANDSCAPE

ELECTRICAL

City of Ashland

Water Treatment Plant Offsite Facilities

Ashland, Oregon 2025

ISSUED FOR BIDDING05.05.2025

M. GURRAD

R. MCCOMB

J. MEGRDITCHIAN

J. MARCUM

N. FASTENAU

STRUCTURAL K. MUNSON

C. GIESEKE

GENERAL

DRAWING

LEGEND AND SYMBOLS

000G004 000G004.dwg

NTS

Pierre Kwan (May 7, 2025 13:06 PDT) Pierre Kwan

HFANCHER

S

X

X

Y X

KVA

SPD

RTM

OROR

SV OR

3Ø, 4W 208/120V

LP100

ATS

OL

7 1/2 HP

G

GFP

CB

CONDUIT RUN BETWEEN DEVICES CONCEALED IN

NON-ARCHITECTURALLY FINISHED AREAS OR UNDER FLOOR

SLAB. CONDUIT AND CONDUCTOR SIZES SHALL BE THE SAME

AS THE HOMERUN FOR THE CIRCUIT.

ELECTRICAL CONNECTION

NO ELECTRICAL CONNECTION

CURRENT TRANSFORMER (CT)

VOLTAGE TRANSFORMER (VT OR PT)

ELECTRICAL MONITORING DEVICE

TYPES:

WHM - UTILITY WATT-HOUR METER PER UTILITY

REQUIREMENTS

AS - CURRENT SENSOR

AM - AMP METER

WM - WATT METER

VS - VOLT SENSOR

VM - VOLT METER

NORMALLY OPEN TIME DELAY RELAY CONTACT WITH

TIME DELAY ON CLOSING AFTER COIL IS ENERGIZED

NORMALLY CLOSED TIME DELAY RELAY CONTACT

WITH TIME DELAY ON OPENING AFTER COIL IS

ENERGIZED

NORMALLY OPEN TIME DELAY RELAY CONTACT WITH

TIME DELAY ON OPENING AFTER COIL IS

DE-ENERGIZED

NORMALLY CLOSED TIME DELAY RELAY CONTACT

WITH TIME DELAY ON CLOSING AFTER COIL IS

DE-ENERGIZED

SOLENOID VALVE

CONTROL/RELAY COIL; X INDICATES TYPE,

Y INDICATES LOOP NO. WHEN USED

TYPES:

CONTROL POWER TRANSFORMER (CPT)

NORMALLY OPEN CONTACT (N.O.)

NORMALLY CLOSED CONTACT (N.C.)

NORMALLY OPEN TEMPERATURE SWITCH;

CLOSE ON RISING TEMPERATURE

NORMALLY CLOSED TEMPERATURE SWITCH;

OPEN ON RISING TEMPERATURE

NORMALLY OPEN FLOW SWITCH;

CLOSE ON INCREASING FLOW

NORMALLY CLOSED FLOW SWITCH;

OPEN ON INCREASING FLOW

GROUND

LIGHTNING ARRESTER

POWER QUALITY METER (PQM)

RUN TIME METER

LOW VOLTAGE SURGE PROTECTIVE DEVICE

CONTROL PANEL WITH DISCONNECT SWITCH INTEGRAL OR

PROVIDED WITH ASSOCIATED EQUIPMENT

QUAD-DUPLEX RECEPTACLE, TWO NEMA 5-20R

UNDER COMMON COVER PLATE

X Y

ETHERNET WALL PLATE 3-PORT; ALL-PORTS TO ENTERPRISE

NETWORK SWITCH

PLUG-IN RECEPTACLE STRIP, QUANTITY AND SPACING OF

RECEPTACLES AS NOTED OR SPECIFIED

FIELD WIRING EXTERNAL TO CONTROL PANEL

PHOTOCELLPC

SWITCHBOARD OR PANELBOARD; NAME, VOLTAGE,

PHASE, NUMBER OF WIRES WHEN INDICATED

CONDUIT TAG OR CIRCUIT NUMBER - WIRE AND

CONDUIT SIZE AS SPECIFIED ON ONE LINE DIAGRAMS

AND THE CONDUIT AND CABLE SCHEDULE

CONDUIT STUBBED OUT AND CAPPED

CIRCUIT CONTINUATION

ELECTRICAL EQUIPMENT ENCLOSURE: SWITCHBOARD,

MOTOR CONTROL CENTER, CONTROL PANEL, OR OTHER

EQUIPMENT AS INDICATED

WALL-MOUNTED LED FIXTURE

NORMAL/EMERGENCY

X Y z

NON-MOTOR LOAD WITH DESIGN KVA, KW, OR AMP

SIMPLEX RECEPTACLE, NEMA 5-20R

X Y z Y X

MOTOR CONTROLLER

NON-FUSED SWITCH, CURRENT RATING, AND

NUMBER OF POLES AS NOTED

3P 20A X

MCCB - MOLDED CASE

ICCB - INSULATED CASE

LVP - LOW - VOLTAGE POWER

MCP - MOTOR CIRCUIT PROTECTOR

(RATING PER CONNECTED LOAD)

3P

80AT

100AF

x

GROUND ROD

GROUND CABLE

FIRE ALARM MANUAL PULL STATIONF

FIRE ALARM CONTROL PANELFACP

SUBSCRIPTS:

Y X

SPECIAL-PURPOSE RECEPTACLE AS DEFINED ON PLANS

DUPLEX RECEPTACLE, NEMA 5-20R

SUBSCRIPTS:

TOGGLE SWITCH

X Y

EMERGENCY LIGHT, REMOTE MOUNTED HEAD

X Y

EMERGENCY LIGHT FIXTURE, 2 ATTACHED HEADS AS

SHOWN

CEILING/PENDANT-MOUNTED LED FIXTURE

NORMAL/EMERGENCY

Y Xz WALL-MOUNTED LED FIXTURE

CEILING/PENDANT-MOUNTED LED FIXTURE

Y X z

WALL-MOUNTED LED LUMINAIREX

Y z

CEILING/PENDANT-MOUNTED LED LUMINAIREX

Y z

MOTOR OPERATOR, SIZE SHOWN.

DISCONNECT SWITCH 30A STANDARD, UNLESS

NOTED OTHERWISE

GROUND FAULT PROTECTION

LENS COLORS:

CIRCUIT RUN BETWEEN DEVICES EXPOSED IN

NON-ARCHITECTURALLY FINISHED AREAS; CONCEALED IN

ARCHITECTURALLY FINISHED AREAS. CONDUIT AND

CONDUCTOR SIZES SHALL BE THE SAME AS THE HOMERUN FOR

THE CIRCUIT.

HOME RUN TO PANEL, 2 #12, 1 #12G IN 3/4"C UNLESS NOTED

OTHERWISE

CONDUIT TURNING DOWN

CONDUIT TURNING UP

PANELBOARD (LESS THAN 250V)

PANELBOARD (250V TO 600V)

TYPES:

INTERLOCK; X INDICATES TYPE

JUNCTION OR PULL BOX

CONTROL PANEL INTEGRAL OR PROVIDED WITH ASSOCIATED

EQUIPMENT

IC INSTRUMENTATION/CONTROL DEVICE

PB PUSHBUTTON

SELECTOR SWITCHSS

PUSH TO TEST INDICATING LIGHT, X INDICATES LENS

COLOR

INDICATING LIGHT, X INDICATES LENS COLOR

NORMALLY CLOSED PUSHBUTTON, MOMENTARY

CONTACT UNLESS OTHERWISE NOTED

NORMALLY OPEN PUSHBUTTON, MOMENTARY

CONTACT UNLESS OTHERWISE NOTED

3 POSITION SELECTOR SWITCH, MAINTAINED CONTACTS;

UNLESS OTHERWISE NOTED, 2-POSITION SIMILAR

OOX

XOO

HAND AUTO

OFF

OR

3-PHASE, 4-WIRE GROUNDED WYE

CONNECTION

3-PHASE, 3-WIRE DELTA CONNECTION

T TRANSFORMER

TRANSFORMER

TRANSFER SWITCH, CURRENT RATING, AND

NUMBER OF POLES AS NOTED

GENERATOR

MOTOR WITH DESIGN HORSEPOWER

(WHEN INDICATED)

DISCONNECT OR SAFETY SWITCH, 30A, 3P,

NON-FUSED UNLESS OTHERWISE NOTED

MEDIUM - VOLTAGE CIRCUIT BREAKER

THERMAL OVERLOAD ELEMENT

FUSIBLE SWITCH, CURRENT RATING, FUSE SIZE, AND

QUANTITY AS NOTED

FUSED CUTOUT, CURRENT RATING, FUSE SIZE, AND

NUMBER OF POLES AS NOTED

FUSE, SIZE, AND NUMBER OF FUSES AS NOTED

OR

SEPARATELY MOUNTED CIRCUIT BREAKER; SEE

ELECTRICAL ONE - LINE DIAGRAM OR SCHEDULE FOR

DESCRIPTION

THERMAL OVERLOAD RELAY CONTACT

LOW - VOLTAGE CIRCUIT BREAKER (CB).

RATINGS AND NO. OF POLES AS SHOWN.

WHEN SPECIFIC TYPE IS REQUIRED, X INDICATES

TYPE.

DISCONNECT OR DRAWOUT CONNECTION

X Y

TYPES:

ATS - AUTOMATIC

MTS - MANUAL

CR - CONTROL RELAY

DP - DEFINITE PURPOSE RELAY

LC - LIGHTING CONTACTOR

M - MOTOR STARTER

PC - PHOTO CELL

TC - TIME CLOCK

TD - TIME DELAY RELAY

TR - TIMING RELAY

E - ELECTRICAL

M - MECHANICAL

K - KEY

R - RED

G - GREEN

B - BLUE

Y - YELLOW W

- WHITE A -

AMBER

X - INDICATES TYPE

NONE - SINGLE POLE

3 - THREE-WAY

4 - FOUR-WAY

HP - TOGGLE SWITCH, HORSEPOWER RATED

K - KEY SWITCH

TE - MANUAL MOTOR STARTER W/ THERMAL ELEMENT

P - PILOT LIGHT

L - LIGHTED HANDLE

Y - INDICATES CONTROLLING SWITCH (IF REQUIRED)

X - INDICATES TYPE

GFCI - GROUND FAULT CIRCUIT INTERRUPTER

Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD

NORMALLY OPEN LEVEL SWITCH,

CLOSE ON RISING LEVEL

NORMALLY CLOSED LEVEL SWITCH,

OPEN ON RISING LEVEL

NORMALLY OPEN PRESSURE SWITCH,

CLOSE ON INCREASING PRESSURE

NORMALLY CLOSED PRESSURE SWITCH,

OPEN ON INCREASING PRESSURE

NORMALLY OPEN LIMIT SWITCH,

CLOSE ON REACHING LIMIT

NORMALLY CLOSED LIMIT SWITCH,

OPEN ON REACHING LIMIT

X Y

LIGHTING FIXTURE SUBSCRIPTS:

AREA OR ROADWAY LIGHT - POLE-MOUNTED

Y X

Y X

Y X

SINGLE-FACED CEILING OR WALL-MOUNTED EXIT

LIGHT; DIRECTIONAL ARROWS (IF REQUIRED) AS

INDICATED ON PLANS

DOUBLE-FACED CEILING OR WALL-MOUNTED EXIT

LIGHT; DIRECTIONAL ARROWS (IF REQUIRED) AS

INDICATED ON PLANS

X Y

X - INDICATES FIXTURE TYPE PER LIGHTING

FIXTURE SCHEDULE

Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD

z - INDICATES CONTROLLING SWITCH (IF REQUIRED)

CONTROL STATIONCS

CR FIRE ALARM CONTROL RELAY

PS FIRE ALARM CONTACT, PRESSURE SWITCH

TS FIRE ALARM CONTACT, TAMPER SWITCH

FIRE ALARM CONTACT, FLOW SWITCHFS

HAND SWITCHHS

AND

SUBSCRIPT:

HEAT DETECTORX

X

SUBSCRIPT:

X

SMOKE AND DUCT DETECTOR

I - IONIZATION TYPE

P - PHOTOELECTRIC TYPE

R/C - RATE COMPENSATION

R/F - COMBINATION RATE OF RISE

AND FIXED TEMP

R - RATE OF RISE

F - FIXED

RECESSED FLOOR DATA JACKS WITH 4-PORTS;

ALL-PORTS TO ENTERPRISE NETWORK SWITCH

Y X

FLOOR MOUNTED DUPLEX RECEPTACLE, NEMA 5-20R

GENERAL NOTES:

1. THIS IS A STANDARD ELECTRICAL SYMBOLS SHEET. ALL SYMBOLS MAY NOT BE

USED ON THIS PROJECT.

2. IN GENERAL CONDUIT ROUTING IS NOT SHOWN ON THE PLANS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ROUTING ALL CONDUITS INCLUDING THOSE SHOWN

ON ONE-LINES AND HOME RUNS. SEE SPECIFICATIONS FOR CONDUIT INSTALLATION

REQUIREMENTS. CONDUIT ROUTINGS AND STUB-UP LOCATIONS THAT ARE SHOWN

ARE APPROXIMATE, EXACT ROUTINGS SHALL BE AS REQUIRED FOR EQUIPMENT

FURNISHED, FREE OF ANY INTERFERENCES.

3. WHEN BRANCH CIRCUITS ARE NOT SHOWN ON THE PLANS THE CONTRACTOR SHALL

FURNISH AND INSTALL ALL CONDUITS AND CONDUCTORS REQUIRED. CONDUIT AND

CONDUCTOR SIZES SHALL BE THE SAME AS THE HOMERUN FOR THE BRANCH

CIRCUIT.

4. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS

OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE

WORK. REFER TO CONTEXT OF EACH DRAWING FOR USAGE.

5. SEE PROJECT EQUIPMENT AND PIPING SYSTEMS DRAWING FOR SYMBOLS AND

ABBREVIATIONS SPECIFIC TO THE PROJECT.

PEDESTAL

S NETWORK SWITCH

SD NETWORK SWITCH/DIMMER

SO NETWORK SWITCH/OCCUPANCY SENSOR

O CEILING MOUNTED NETWORK OCCUPANCY SENSOR

D CEILING MOUNTED NETWORK DIMMING PHOTOCELL

J

T THERMOSTAT

Z

DIRECT BURIED CONDUITS, OR CONCEALED CONDUITS

PP

BD

1A

CABLE AND RACEWAY IDENTIFICATION

PPMP101A UNIQUE CIRCUIT

IDENTIFIER (CABLE AND

RACEWAY), LETTER PREFIX

INDICATES TYPE:

P POWER, 120V OR HIGHER

PCPOWER AND CONDTROL

C CONTROL, 120V

S SIGNAL, LESS THAN 120V

X SPARE

H HIGH VOLTAGE, OVER 600V

CONDUIT TAGS REFER TO CABLE AND

RACEWAY SCHEDULE

C

PM

P1

A

SF

IT

1B

EXAMPLES:

A B C

A. POWER CONDUIT

B. CONTROL CONDUIT

C. SIGNAL CONDUIT

PPMP100A

1/2HP

COMBINATION MOTOR STARTER. N = NEMA SIZE

STARTER

N

GROUND ROD TEST WELL

GROUND CONNECTION BOLTED (ACCESSIBLE)

GROUND CONNECTION EXOTHERMIC (NON-ACCESSIBLE)

GROUND CONNECTION TO REBAR IN CONCRETE (UFER

GROUND) CONNECTION IN TWO PLACES MINIMUM

DISCONNECT NOTE: FOR ALL EQUIPMENT WITH DISCONNECT

SWITCHES, PROVIDE THE SAME CONDUIT SIZE AND

CONDUCTORS FROM THE THE DISCONNECT SWITCH TO THE

EQUIPMENT AS SHOWN TO THE DISCONNECT SWITCH. MOUNT

THE DISCONNECT SWITCHES NEAR ASSOCIATED EQUIPMENT.

FUSED DISCONNECT

ABOVE COUNTER TOPACC

G G

UNDERGROUND DUCTBANK, NON-REINFORCED CONCRETE

ENCASED, UNLESS NOTED OTHERWISE

DB

UNDERGROUND UTILITY DUCTBANK. INSTALL PER

ASHLAND ELECTRIC UTILITY STANDARDS, A MIN OF 4' DEEP

UGE

UNDERGROUND FIBER OPTIC DUCTBANK, DIRECT BURIED,

UNLESS NOTED OTHERWISE

FO

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

C I T Y O F

10193663

PIERRE KWAN

CIVIL

LANDSCAPE

ELECTRICAL

City of Ashland

Water Treatment Plant Offsite Facilities

Ashland, Oregon 2025

ISSUED FOR BIDDING05.05.2025

M. GURRAD

R. MCCOMB

J. MEGRDITCHIAN

J. MARCUM

N. FASTENAU

STRUCTURAL K. MUNSON

C. GIESEKE

ELECTRICAL

LEGEND AND SYMBOLS

000E001 000E003

NONE

Robb J. McComb (May 7, 2025 14:03 PDT) Robb J. McComb

HFANCHER

P

P

P C C

S

3" MIN

3" MIN 3" MIN

6"

MIN

3" MIN

NOTE 1

3" MIN,

TYP

P

P

P C C

S

12"

3" MIN

3" MIN 3" MIN

6"

MIN

3" MIN

NOTE 1

BACKFILL PER

SPECIFICATION 26 05 43

6" RED DETECTABLE

WARNING TAPE

P

P

P C C

S

12"

NOTE 1

CONCRETE

ENCASEMENT

FINISH GRADE

3" MIN

3" MIN 3" MIN

6"

MIN

DEPTH AS

SPECIFIED

3" MIN

3" MIN

TYPICAL

3" MIN

TYPICAL

OUTSIDE FACE OF

HANDHOLE/MANHOLE WALL

PVC CONDUIT

GROUT TO FULL WALL

THICKNESS AROUND

CONDUITS AT KNOCKOUTS,

TYP

INSIDE FACE OF

HANDHOLE/MANHOLE

WALL

STENCIL CONDUIT NO

ON WALL WITH PAINT

PVC END BELL

SCALE:

DIRECT BURIED

CONDUIT(S) DETAIL

NONE SCALE:

CONCRETE ENCASED

DUCTBANK DETAIL

NONE SCALE:

REINFORCED CONCRETE

ENCASED DUCTBANK DETAIL

NONE

SCALE:

CONDUIT HANDHOLE /

MANHOLE ENTRANCE DETAIL

NONE

NOTES:

1. NUMBER OF CONDUITS AS REQUIRED FOR THE APPLICATION.

2. P SUBSCRIPT ELECTRICAL POWER CONDUIT.

3. C SUBSCRIPT CONTROL CONDUIT.

4. S SUBSCRIPT SIGNAL (TELEPHONE, DATA, INSTRUMENTATION) CONDUIT.

FINISH GRADE

DEPTH AS

SPECIFIED

NOTES:

1. NUMBER OF CONDUITS AS REQUIRED FOR THE APPLICATION.

2. P AND C SUBSCRIPT ELECTRICAL POWER OR CONTROL CONDUIT.

3. S SUBSCRIPT SIGNAL (TELEPHONE, DATA, INSTRUMENTATION) CONDUIT.

4. REINFORCED CONDUIT ENCASED DUCTBANK PER SECTION 26 05 43.

NOTES:

1. NUMBER OF CONDUITS AS REQUIRED FOR THE APPLICATION.

2. P SUBSCRIPT ELECTRICAL POWER CONDUIT.

3. C SUBSCRIPT CONTROL CONDUIT.

4. S SUBSCRIPT SIGNAL (TELEPHONE, DATA, INSTRUMENTATION) CONDUIT.

6" RED DETECTABLE

WARNING TAPE

12"

FINISH GRADE

DEPTH AS

SPECIFIED

SCALE:

TYPICAL UTILITY

DUCTBANK DETAIL

NONE

PLAN

SECTION TYP

1' -0

M

IN

4" MIN

PE

R

D W

G O

R S

PE

C

PER DWG OR SPEC

4' -0

2"

LIFT BRACKETS

COVER LOCKING SCREWS,

TYP OF 4

INSCRIBE

"ELECTRICAL"

4 LIFTING INSERTS

HOT-DIPPED GALV STEEL TRAFFIC DUTY

COVER & FRAME HS-20 LOADING. PROVIDE

SPRING ASSIST COVERS FOR ALL MANHOLES

OVER 2' x 2'.

FINISH GRADE

GRADING

RINGS AS

REQD

"C" CHANNEL INSERTS 2 EA

FACE FOR CABLE RACKS

COMPACTED GRAVEL, 12"

DEEP, MIN (3/4" MINUS)

6" MIN DRAIN

w/ GRATE

SCALE:

TYPICAL MANHOLE

NONE

PRECAST CONCRETE RISERS AS

REQUIRED

PRECAST CONCRETE

HANDHOLE/PULLBOX

PULLING IRON (TYPICAL)

MINIMUM 6" DIAMETER DRAIN HOLE

WITH FIBERGLASS OR ALUMINUM

FRAME AND GRATE

9" PEA GRAVEL BASE

KNOCKOUTS AS

REQUIRED FOR

DUCTBANKS

FINISHED GRADE

OR PAVEMENT

HEAVY DUTY H-20 LOAD

RATED ACCESS COVER

FOR COVERS

NOTES:

1. HANDHOLE/PULLBOX DEPTH, SIZE AND LOCATION PER DRAWINGS.

2. MINIMUM INTERIOR DIMENSIONS SHALL BE 2' x 2' x 30"D UON.

3. BOND DUCTBANK GROUND CONDUCTORS TOGETHER.

4. HANDHOLE INTERIOR SPACE: CLASSIFIED AS CORROSIVE AREA PER

SPECIFICATION DIVISION 16.

SECTION

UNDISTURBED OR

COMPACTED

EARTH

1" MINIMUM

SCALE:

TYPICAL HANDHOLE

NONE

#4 @ 12 TIES, TYP

CONCRETE

ENCASEMENT #4 TYPICAL AND AT

18" MAXIMUM SPACING

6" RED DETECTABLE

WARNING TAPE

1-1/2" MIN

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

C I T Y O F

10193663

PIERRE KWAN

CIVIL

LANDSCAPE

ELECTRICAL

City of Ashland

Water Treatment Plant Offsite Facilities

Ashland, Oregon 2025

ISSUED FOR BIDDING05.05.2025

M. GURRAD

R. MCCOMB

J. MEGRDITCHIAN

J. MARCUM

N. FASTENAU

STRUCTURAL K. MUNSON

C. GIESEKE

ELECTRICAL

DETAILS 1

000E701 000E701

Robb J. McComb (May 7, 2025 14:03 PDT) Robb J. McComb

HFANCHER

HVF

XX

DITCH OR STREAM CENTERLINE

SILT FENCE

PERMANENT EASEMENT

EXISTING FENCE OR GATE

TREE PROTECTION FENCING

DIRECTION OF SURFACE RUNOFF

CUT SLOPE

FILL SLOPE

75.8

SOIL BORING

SURFACE SPOT ELEVATION

SOIL TEST PIT

PROPERTY LINES

RIGHT OF WAY LINES

MAJOR CONTOURS AND LABELS

MINOR CONTOURS AND LABELS

WETLAND BUFFER

VEGETATION LINE

RIGHT OF WAY CENTERLINE

STREAM BUFFER

CONIFEROUS TREE

DECIDUOUS TREE

S

MH 29 SANITARY SEWER MANHOLE

CATCH BASIN

CULVERT

STORM DRAIN PIPELINE

175+00

WATER PIPE CENTERLINE

STATIONING AND TICKS

WATER PIPE

WATER PIPE

UTILITY POTHOLE

CATCH BASIN INSERT

UG

GP

TC

EL

TV

PM

G

IRR

SD

SS

UGE

UGF

UGT

UGTV

OHE

OHF

OHT

OHTV

W

F

ELECTRICAL JUNCTION BOX

POWER METER

CABLE TV JUNCTION BOX

JUNCTION BOX

UTILITY POLE

UTILITY POLE W/CONDUIT

GUY ANCHOR

GUY POLE

GTP

EDGE OF PAVEMENT

EP

SHORELINE JURISDICTION

WETLAND DELINEATION SAMPLE PLOT

CB

ORDINARY HIGH WATER

OHW

POWER VAULTP

W

M

TELEPHONE VAULTT

TRANSFORMER

MB

EDGE OF DIRT ROAD

BUSH/SHRUB

METAL SIGN POST

METAL SIGN POST

GUY

TEMPORARY CONSTRUCTION EASEMENT

HIGH VISIBILITY CONSTRUCTION FENCE

HIGH VISIBILITY SILT FENCE

CONSTRUCTION LIMIT

EXISTING PERMANENT EASEMENT

D

GUARD RAIL

PD

CS COMPOST SOCK

CONE PENETRATION TEST

SU

TOP/ TOE OF SLOPE

TP-101

SYMBOL OR LINETYPE DESCRIPTION

SYMBOL OR LINETYPE DESCRIPTION

SYMBOL DESCRIPTION

GAS LINE

IRRIGATION

STORM DRAIN OR CULVERT

DRAIN PIPE

SANITARY SEWER

WATER LINE

UNDERGROUND POWER

UNDERGROUND FIBER OPTIC

UNDERGROUND TELEPHONE

UNDERGROUND TELEVISION

OVERHEAD POWER

OVERHEAD FIBER OPTIC

OVERHEAD TELEPHONE

OVERHEAD TELEVISION

OVERHEAD GUYWIRE

PUMPED DRAIN

LINETYPE DESCRIPTION

MONUMENT

MONUMENT IN CASE

CHISELED "X"

NAIL

HUB AND TACK

SPIKE

NAIL/FLASHER

REBAR & ORANGE PLASTIC CAP

REBAR & RED PLASTIC CAP

METAL SIGN POST

WOOD SIGN POST

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

CATCH BASIN

WATER METER

GAS VALVE

GAS METER

TRAFFIC JUNCTION BOX

TRAFFIC SIGNAL POLE

W/ LUMINAIRE

LUMINAIRE

TRANSMISSION TOWER

GATE POST

MAIL BOX

TEST HOLE (WITH FIELD IDENTIFIER)

YARD LIGHT

GRATE INLET

WATER MANHOLE

WATER VALVE

WATER BLOWOFF

FIRE HYDRANT

CARSONITE POST

MONITORING WELLMW

TELECOMMUNICATION

JUNCTION BOX

TELEPHONE RISER

TEMPORARY FIBER

(ON GROUND)

NEW SURVEY MONUMENT

HORIZONTAL CONTROL

LOCATION AND CALLOUT

ABBREVIATIONS

CONC CONCRETE

CJ CONSTRUCTION JOINT

CL CENTER LINE

DIA DIAMETER

EF EACH FACE

EL ELEVATION

HAT HIGH ASTRONOMICAL TIDE

HP HIGH POINT

HTL HIGH TIDE LINE

LP LOW POINT

OC ON CENTER

PE PERMANENT EASEMENT

ROW RIGHT OF WAY

TCE TEMPORARY CONSTRUCTION EASEMENT

TOC TOP OF CONCRETE, TOP OF COLUMN

TOF TOP OF FOOTING, TOP OF FOUNDATION

TOW TOP OF WALL

TYP TYPICAL

VC VERTICAL CURVE

VPI VERTICAL POINT OF INFLECTION

WWTP WASTEWATER TREATMENT PLANT

HVSF HVSF

SETTLEMENT PLATE

TCE

PE

ROW

CIVIL SYMBOLOGY (CONT.)

CIVIL SYMBOLOGY

SURVEY SYMBOLOGY

T

SURVEY SYMBOLOGY (CONT.)

GENERAL NOTES

X X FENCE

EXISTING MAJOR CONTOURS AND LABELS

EXISTING MINOR CONTOURS AND LABELS

CREEK EDGE

1. THIS IS A STANDARD DRAWING SHOWING COMMON SYMBOLOGY.

SOME SYMBOLS AND LINE TYPES MAY NOT CURRENTLY BE IN USE.

2. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING

COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS

TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF

EACH DRAWING FOR USAGE.

3. EROSION CONTROL SHEETS, 000C004-000C011 CONTAIN

ADDITIONAL EROSION CONTROL SPECIFIC SYMBOLOGY.

RIPRAP (PLAN AND/OR SECTION)

EARTH (SECTION)

SAND (SECTION)

ASPHALT (PLAN OR

SMALL-SCALE SECTION)

ROADWAY EXCAVATION

CLEARING AND GRUBBING

STRUCTURE EXCAVATION

GRAVEL SURFACING (PLAN )

CRUSHED SURFACING BASE

COURSE (SECTION)

CONCRETE (PLAN AND/OR SECTION)

X PROPOSED FENCE OR GATE

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

C I T Y O F

10193663

PIERRE KWAN

CIVIL

LANDSCAPE

ELECTRICAL

City of Ashland

Water Treatment Plant Offsite Facilities

Ashland, Oregon 2025

ISSUED FOR BIDDING05.05.2025

M. GURRAD

R. MCCOMB

J. MEGRDITCHIAN

J. MARCUM

N. FASTENAU

STRUCTURAL K. MUNSON

C. GIESEKE

CIVIL

LEGEND AND SYMBOLOGY

000C001 000C001.dwg

1" = 1'

John William Megrditchian (May 7, 2025 13:34 PDT) John William Megrditchian

HFANCHER

2230 2230

234023

22002210

23402350

X

X

XXX

X

20.0

41.7

NOT IN

CONTRACT

IN CONTRACT

IN CONTRACT

NOT IN

CONTRACT

NOT IN

CONTRACT

IN CONTRACT

IN CONTRACT

NOT IN

CONTRACT

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

C I T Y O F

10193663

PIERRE KWAN

CIVIL

LANDSCAPE

ELECTRICAL

City of Ashland

Water Treatment Plant Offsite Facilities

Ashland, Oregon 2025

ISSUED FOR BIDDING05.05.2025

M. GURRAD

R. MCCOMB

J. MEGRDITCHIAN

J. MARCUM

N. FASTENAU

STRUCTURAL K. MUNSON

C. GIESEKE

CIVIL

OVERALL

SITE LAYOUT PLAN

000C002 000C002.dwg

1" = 50'

GRANITE STREET

HORN CREEK

ROAD (Public Road)

50' 100'

SCALE IN FEET

150'0'

(Public Road)

ASHLAND CREEK

NOT INCLUDED IN CURRENT PROJECT.

UNDER SEPARATE BID PACKAGE.

John William Megrditchian (May 7, 2025 13:34 PDT) John William Megrditchian

HFANCHER

XX

X

X X

G

LEN

VIEW

D

RIVE

BENCHMARK 38

N = 194931.12 E = 4320281.08

ELEV = 2181.55

4+

5+

6+

7+00 8+00

9+00

9+

PC

+8 2.

PC

+9 1.

PC 5+96.23

PC 5+49.15

PC 4+88.93

PT 9+73.18

PT

+3

2.

PT

+8 4.

PT 5+90.31

PT 5+19.47

10+00

11+00 12+00

13+00

13+50

PC 11+35.53

PT

1+

.7

C1

L2

C

L5

C4

C5 L7

C6

L8

L6

N: 194288.52 E: 4320174.71

STA "GRANITE STREET" 10+00.00

N: 194598.95 E: 4320230.95

STA "GRANITE STREET" 13+50.00

N: 194436.92 E: 4320147.39

STA "HORN CREEK" 4+67.78

L1

L3

C

L4

NOT INCONTRACT

IN CONTRACT

IN CONTRACT

NOT INCONTRACT

"GRANITE STREET-LINE" ALIGNMENT TABLE

NUMBER

L1

C1

L2

START STATION

10+00.00

11+35.53

11+82.73

LENGTH

135.53'

47.20'

167.27'

RADIUS

50.00'

DELTA

54°05'30"

BEARING

N19°23'51"W

N34°41'37"E

END STATION

11+35.53

11+82.73

13+50.00

"HORN CREEK-LINE" ALIGNMENT TABLE

NUMBER

L3

C2

L4

C3

L5

C4

L6

C5

L7

C6

L8

START STATION

4+67.78

4+88.93

5+19.47

5+49.15

5+90.31

5+96.23

6+84.07

6+91.13

7+32.86

8+82.22

9+73.18

LENGTH

21.15'

30.55'

29.68'

41.16'

5.91'

87.84'

7.06'

41.74'

149.36'

90.96'

18.10'

RADIUS

55.00'

100.00'

60.00'

150.00'

60.00'

DELTA

31°49'30"

23°35'10"

83°52'50"

15°56'30"

86°51'40"

BEARING

N82°21'07"W

S65°49'23"W

S89°24'29"W

N06°42'37"W

N09°13'57"E

N77°37'39"W

END STATION

4+88.93

5+19.47

5+49.15

5+90.31

5+96.23

6+84.07

6+91.13

7+32.86

8+82.22

9+73.18

9+91.28

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

C I T Y O F

10193663

PIERRE KWAN

CIVIL

LANDSCAPE

ELECTRICAL

City of Ashland

Water Treatment Plant Offsite Facilities

Ashland, Oregon 2025

ISSUED FOR BIDDING05.05.2025

M. GURRAD

R. MCCOMB

J. MEGRDITCHIAN

J. MARCUM

N. FASTENAU

STRUCTURAL K. MUNSON

C. GIESEKE

CIVIL

SITE LAYOUT AND HORIZONTAL CONTROL PLAN

PLAN

000C003 000C003.dwg

1" = 50'

GRANITE ST

HORN CREEK RD

NOT INCLUDED IN CURRENT PROJECT.

UNDER SEPARATE BID PACKAGE.

John William Megrditchian (May 7, 2025 13:34 PDT) John William Megrditchian

HFANCHER

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

C I T Y O F

10193663

PIERRE KWAN

CIVIL

LANDSCAPE

ELECTRICAL

City of Ashland

Water Treatment Plant Offsite Facilities

Ashland, Oregon 2025

ISSUED FOR BIDDING05.05.2025

M. GURRAD

R. MCCOMB

J. MEGRDITCHIAN

J. MARCUM

N. FASTENAU

STRUCTURAL K. MUNSON

C. GIESEKE

CIVIL

EROSION AND SEDIMENT CONTROL

COVER SHEET

000C004 000C004 - 000C011.dwg

AS SHOWN

VICINITY MAP

ATTENTION EXCAVATORS:

OWNER

SURVEYING FIRM

PROJECT LOCATION:

NARRATIVE DESCRIPTIONS

PERMITTEE'S SITE INSPECTOR:

RATIONALE STATEMENT

BMP MATRIX FOR CONSTRUCTION PHASES

REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMPs.

MASS UTILITY STREET FINAL WET WEATHER

CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT. 1 - MAY 31ST)

EROSION PREVENTION

PRESERVE NATURAL VEGETATION

GROUND COVER

HYDRAULIC APPLICATIONS

PLASTIC SHEETING

MATTING

DUST CONTROL

TEMPORARY/ PERMANENT SEEDING

BUFFER ZONE

OTHER:

SEDIMENT CONTROL

SEDIMENT FENCE (PERIMETER)

SEDIMENT FENCE (INTERIOR)

STRAW WATTLES

FILTER BERM

INLET PROTECTION

DEWATERING

SEDIMENT TRAP

OTHER:

RUN OFF CONTROL

CONSTRUCTION ENTRANCE

PIPE SLOPE DRAIN

OUTLET PROTECTION

SURFACE ROUGHENING

CHECK DAMS

OTHER:

POLLUTION PREVENTION

PROPER SIGNAGE

HAZ WASTE MGMT

SPILL KIT ON-SITE

CONCRETE WASHOUT AREA

OTHER:

NATURAL BUFFER ENCROACHMENTENGINEERING FIRM

**X

X

X

**X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

LOCATED ALONG HORN CREEK RD., GRANITE ST., AND GLENVIEW DR.

SECTION 17, TOWNSHIP 39 SOUTH, RANGE 01 EAST, WILLAMETTE

PRINCIPAL MERIDIAN, JACKSON COUNTY, OREGON.

LATITUDE = 42°10'47"N LONGITUDE = 122°43'09"W

OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT

LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699.

DEVELOPER: CITY OF ASHLAND

CONTACT: SCOTT FLEURY

20 EAST MAIN STREET, ASHLAND, OR, 97520

PHONE: 541-488-6006

TERRASURVEY, INC.

CONTACT: FRED A. FRANTZ, PLS

274 FOURTH STREET, ASHLAND, OR, 97520

PHONE: 541-482-6474

HDR ENGINEERING, INC. CONTACT:

PIERRE KWAN, PE

1050 SW 6TH AVE, STE 1800

PORTLAND OR 97204

PHONE: 206-826-4735

EXISTING SITE CONDITIONS

TWO PAVED PUBLIC ROADWAYS, A LOGGING ROAD, A CULVERT, A FORMER ROCK QUARRY WITH FILL MATERIAL, A CREEK, AND A BRIDGE.

DEVELOPED CONDITIONS

GATED ENTRANCE, 3 SIDED BOX CULVERT, WATER LINE EXTENSION FOR FUTURE TREATMENT, MINOR GRADING AND

GRAVEL ACCESS ROADS.

NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE

THE PROJECT CONSTRUCTION TIMELINES ARE TO BE DETERMINED:

* CLEARING SUMMER 2025

* GRADING SUMMER 2025

* UTILITY INSTALLATION SUMMER 2025

* STREET CONSTRUCTION SUMMER 2025

* FINAL STABILIZATION FALL 2025

TOTAL SITE AREA = 80.0 ac TOTAL DISTURBED AREA = 1.03 ac

SITE SOIL CLASSIFICATION:

UNDOCUMENTED FILL MATERIAL CONSISTING OF CONSTRUCTION DEBRIS, ORGANIC MATERIAL, AND SOIL WAS OBSERVED

COVERING THE SITE .

RECEIVING WATER BODIES:

ASHLAND CREEK - CREEK IS ADJACENT TO AND EAST OF THE PROJECT SITE.

THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR

OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN.

SIGNIFIES ADDITIONAL BMPs REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE.

SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY.

A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMPs WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS. THESE INCLUDE SOIL CONDITIONS, TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS.

AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE

SUBMITTED.

INITIAL

EROSION AND SEDIMENT CONTROL PLAN SHEET INDEX

C004 EROSION AND SEDIMENT CONTROL COVER SHEET

C005 EROSION AND SEDIMENT CONTROL GENERAL NOTES

C005B EROSION AND SEDIMENT CONTROL PLAN OVERVIEW

C006 EROSION AND SEDIMENT CONTROL PLAN 1 EXISTING CONDITIONS

C007 EROSION AND SEDIMENT CONTROL PLAN 2 DEMO, CLEARING,

GRADING, EXCAVATING, AND LAND DEVELOPMENT PLAN

C008 EROSION AND SEDIMENT CONTROL PLAN 3 TREE PROTECTION AND

REMOVAL PLAN

C009 EROSION AND SEDIMENT CONTROL PLAN 4 STREET AND UTILITIES

C009B EROSION AND SEDIMENT CONTROL PLAN 4B STREET AND UTILITIES

C010 EROSION AND SEDIMENT CONTROL PLAN 5 VERTICAL CONSTRUCTION

C011 EROSION AND SEDIMENT CONTROL PLAN 6 FINAL LANDSCAPING AND

STABILIZATION PLAN

C011B EROSION AND SEDIMENT CONTROL PLAN 6B FINAL LANDSCAPING AND

STABILIZATION PLAN

C012 EROSION AND SEDIMENT CONTROL PLAN 7 EXISTING TREE

INVENTORY AND ACTION TABLE

C013 EROSION AND SEDIMENT CONTROL DETAILS 1

C014 EROSION AND SEDIMENT CONTROL DETAILS 2

C015 EROSION AND SEDIMENT CONTROL DETAILS 3

INSPECTION FREQUENCY:

SITE CONDITION MINIMUM FREQUENCY

ON INITIAL DATE THAT LAND DISTURBANCE ACTIVITIES COMMENCE.

WITHIN 24 HOURS OF ANY STORM EVENT, INCLUDING RUNOFF FROM SNOW MELT,

THAT RESULTS IN DISCHARGE FROM THE SITE.

AT LEAST ONCE EVERY 14 DAYS, REGARDLESS OF WHETHER STORMWATER RUNOFF

IS OCCURRING.

1. ACTIVE PERIOD

2. INACTIVE PERIODS GREATER

THAN FOURTEEN(14)

CONSECUTIVE CALENDAR DAYS

3. PERIODS DURING WHICH THE SITE IS

INACCESSIBLE DUE TO INCLEMENT

WEATHER

4. PERIODS DURING WHICH CONSTRUCTION

ACTIVITIES ARE SUSPENDED AND

RUNOFF IS UNLIKELY DUE TO FROZEN

CONDITIONS.

5. PERIODS DURING WHICH

CONSTRUCTION ACTIVITIES ARE

CONDUCTED AND RUNOFF IS UNLIKELY

DURING FROZEN CONDITIONS.

THE INSPECTOR MAY REDUCE THE FREQUENCY OF INSPECTIONS IN ANY AREA OF

THE SITE WHERE THE STABILIZATION STEPS IN SECTION 2.2.20 HAVE BEEN

COMPLETED TO TWICE PER MONTH FOR THE FIRST MONTH, NO LESS THAN 14

CALENDAR DAYS APART, THEN ONCE PER MONTH.

IF SAFE, ACCESSIBLE AND PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A

RELEVANT DISCHARGE POINT OR DOWNSTREAM LOCATION OF THE

RECEIVING WATERBODY.

VISUAL MONITORING INSPECTIONS MAY BE TEMPORARILY SUSPENDED.

IMMEDIATELY RESUME MONITORING UPON THAWING, OR WHEN WEATHER

CONDITIONS MAKE DISCHARGES LIKELY.

VISUAL MONITORING INSPECTIONS MAY BE REDUCED TO ONCE A MONTH.

IMMEDIATELY RESUME MONITORING UPON THAWING, OR WHEN WEATHER

CONDITIONS MAKE DISCHARGES LIKELY.

CONTRACTOR TO PROVIDE

TBD

TBD

TBD

TBD

COMPANY/AGENCY:

PHONE:

FAX:

E-MAIL:

DESCRIPTION OF EXPERIENCE: CESCL#: TBD

SITE MAP

PROJECT

LOCATION

**X X X X X X **X X X X X X

X X X X

X X X X X X

**X X X X X

X X X X X X

X X

DIVERSION X X X X X X

X X X X X X

X X X

X X X X X

GRANITE ST

HORN CREEK RD

NOT INCLUDED IN CURRENT

PROJECT.

UNDER SEPARATE BID

PACKAGE.

CITY OF ASHLAND

WATER TREATMENT PLANT OFFSITE FACILITIES

John William Megrditchian (May 7, 2025 13:34 PDT) John William Megrditchian

HFANCHER

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

C I T Y O F

10193663

PIERRE KWAN

CIVIL

LANDSCAPE

ELECTRICAL

City of Ashland

Water Treatment Plant Offsite Facilities

Ashland, Oregon 2025

ISSUED FOR BIDDING05.05.2025

M. GURRAD

R. MCCOMB

J. MEGRDITCHIAN

J. MARCUM

N. FASTENAU

STRUCTURAL K. MUNSON

C. GIESEKE

CIVIL

EROSION AND SEDIMENT CONTROL

GENERAL NOTES

000C005A 000C004 - 000C011.dwg

N/A

STANDARD EROSION AND SEDIMENT CONTROL PLAN…