Drawings~1.pdf

CITY OF PENDLETON

WELL 11-11B

INDEX OF DRAWINGS

21-3133

MARCH 2024

ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE RULES

ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET

FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR MAY

OBTAIN COPIES OF THE RULES BY CALLING THE UTILITY NOTIFICATION CENTER.

(NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER

IS 503-246-6699.)Know what'sbelow.

Callbefore you dig.

VICINITY MAP

SCALE: NTS

PROJECT

LOCATION

LOCATION MAP

SCALE: 1"=600'

CITY OF

PENDLETON

PROJECT

LOCATION

WESTGATE

MURIETTA RD

MCKAY CREEK

S W

H O

U

TA

M A R

D

SW HOUTAMA RD

UMAT

ILL

A R

IV

ER

SW RIVERVIEWDR

ONE SW COLUMBIA STREET, SUITE 1700

PORTLAND, OREGON 97204

P 503.225.9010

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GENERAL

1 G-1 COVER SHEET, INDEX OF DRAWINGS, VICINITY

AND LOCATION MAPS

2 G-2 SYMBOLS AND LEGEND

3 G-3 ABBREVIATIONS

4 G-4 GENERAL NOTES

EROSION AND SEDIMENT CONTROL

5 ESC-1 OVERVIEW

6 ESC-2 SITE PLAN

7 ESC-3 DETAILS

CIVIL

8 C-1 SITE MAPPING AND GENERAL PROJECT OVERVIEW

9 C-2 SITE LAYOUT AND HORIZONTAL CONTROL PLAN

10 C-3 SITE GRADING PLAN

11 C-4 SITE PIPING PLAN

12 C-5 SITE PIPING PLAN CONT.

13 C-6 CITY OF PENDLETON STANDARD DETAILS

14 C-7 MISCELLANEOUS CIVIL DETAILS

ARCHITECTURAL

15 A-101 WELL 11B COVER SHEET

16 A-102 WELL 11B FLOOR PLAN

17 A-103 WELL 11B EXTERIOR ELEVATIONS

18 A-201 WELL 11 COVER SHEET

19 A-202 WELL 11 FLOOR PLAN

20 A-203 WELL 11 EXTERIOR ELEVATIONS

21 AD-001 TYPICAL DETAILS

22 AD-002 MISCELLANEOUS ARCHITECTURAL DETAILS

STRUCTURAL

23 S-001 GENERAL STRUCTURAL NOTES

24 S-002 QUALITY ASSURANCE PLAN (1)

25 S-003 QUALITY ASSURANCE PLAN (2)

26 S-101 WELL 11B FOUNDATION & FLOOR PLANS

27 S-102 WELL 11B ROOF PLAN, CEILING PLAN & BUILDING

SECTION

28 S-103 WELL 11B BUILDING SECTION & STRUCTURAL

DETAILS

29 S-104 WELL 11-11B STRUCTURAL DETAILS

30 S-201 WELL 11 FOUNDATION, FLOOR & ROOF FRAMING

PLAN

31 S-202 WELL 11 BUILDING SECTIONS

32 SD-001 CMU DETAILS

HVAC

33 H-101 WELL 11B FLOOR PLAN, SCHEDULES, AND

DETAILS

34 H-202 WELL 11 FLOOR PLAN, SCHEDULES, AND DETAILS

PLUMBING

35 P-101 WELL 11B DRAIN PLAN

36 P-202 WELL 11 DRAIN PLAN

MECHANICAL

37 M-001 MECHANICAL SCHEDULES

38 M-101 WELL 11B PERSPECTIVE

39 M-102 WELL 11B FLOOR PLAN

40 M-103 WELL 11B SECTIONS

41 M-104 WELL 11B FLOW METER VAULT PLAN AND

SECTION

42 M-105 WELL 11B CHLORINE AND WATER QUALITY

DETAILS

43 M-106 WELL 11B PUMP PEDESTAL DETAILS

44 M-107 WELL 11B FUTURE ASR FLOOR PLAN

45 M-201 WELL 11 PERSPECTIVE

46 M-202 WELL 11 FLOOR PLAN

47 M-203 WELL 11 SECTIONS

48 M-204 WELL 11 FLOW METER VAULT PLAN AND SECTION

49 M-205 WELL 11 PUMP PEDESTAL DETAILS

50 MD-001 TYPICAL DETAILS

ELECTRICAL

51 E-001 GENERAL NOTES AND ABBREVIATIONS

52 E-002 SYMBOLS

53 E-003 SITE PLAN - WELL 11 & 11B

54 E-004 ONE-LINE DIAGRAM AND LOAD SUMMARY - WELL

11 & 11B

55 E-005 CIRCUIT SCHEDULE

56 E-005A PANELBOARD SCHEDULES

57 E-006 POWER AND CONTROLS PLAN - WELL 11 & 11B

58 E-007 LIGHTING AND HVAC PLAN - WELL 11 & 11B

59 E-008 GROUNDING PLAN - WELL 11 & 11B

60 ED-001 DETAILS

61 ED-002 DETAILS - TYPICAL VFD WIRING DIAGRAM

INSTRUMENTATION

62 I-001 LEGEND, SYMBOLS AND ABBREVIATIONS 1

63 I-002 LEGEND, SYMBOLS AND ABBREVIATIONS 2

64 I-101 P&ID WELL 11B SYSTEM

65 I-201 P&ID WELL 11 SYSTEM

VALVE

CHAIN LINK FENCE

SCHEMATIC

FLEXIBLE COUPLING

FITTING (45°)

LONG SLEEVE

BLIND FLANGE

CAP

PIPE & FITTING SYMBOLS

PLANT SCHEMATIC

TEE UP

ECCENTRIC REDUCER

CONCENTRIC REDUCER

UNION

LATERAL DOWN

LATERAL UP

TEE DOWN

FLANGED COUPLING ADAPTER

90° BEND DOWN

90° BEND UP

MECHANICAL JOINT

GROOVED END JOINT

FLANGED JOINT

WELDED JOINT

PLANT

VALVE SYMBOLS

SURFACE ELEVATION

SIDEWALK

176.63 176.63

BLOW-OFF ASSEMBLY

AIR RELEASE ASSEMBLY

TREE DECIDUOUS

FIRE HYDRANT ASSEMBLY

PULL BOX/JUNCTION BOX

CATCH BASIN/FIELD INLET

LIGHT POST

BENCHMARK

SIGN

WATER METER

CLEAN-OUT

GUY WIRE

THRUST BLOCK

UTILITY POLE

MANHOLE

PROPOSED

STRUCTURE OR FACILITY

EDGE OF PAVEMENT/AC

CONTOUR MINOR

TREE/BUSH LINE

SANITARY SEWER LINE

DRAINAGE DITCH

SANITARY SEWER FORCE MAIN

EASEMENT/PROPERTY LINE

ROCK WALL

CONTOUR MAJOR

CURB

GUARDRAIL

CULVERT

BARBWIRE FENCE

CENTERLINE

STORM DRAIN

CABLE TELEVISION

TELEPHONE/TELEMETRY

TOPOGRAPHIC LEGEND

ELECTRICITY

GAS

WATERLINE

EXISTING

S/W

TREE TO BE REMOVED X

MAILBOX

AIR INJECTION ASSEMBLY

ABANDON PIPE

EDGE OF GRAVEL

TREE CONIFEROUS

RIGHT-OF-WAY

TEMPORARY SILT FENCE

SHEET FROM WHICH

DETAIL IS TAKEN *

SHEET WHERE SECTION

IS SHOWN *

SECTION AND DETAIL DESIGNATIONS

SECTION DESIGNATIONS DETAIL DESIGNATIONS

SCALE:

DETAIL

A

SCALE:

SECTION

A

* NOTE: IF PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ARE SHOWN

ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH.

** NOTE: STANDARD DETAILS ARE ON DETAIL SHEETS.

SECTION LETTER

DESIGNATION

SHEET FROM WHICH

SECTION IS TAKEN *

SECTION LETTER

DESIGNATION

DETAIL

NUMBER

12"DI W10"W

E

4"G

T

CATV

8"SS

6"FM

8"SD

E

4"G

T

CATV

8"SS

6"FM

8"SD

18"D

DETAIL CALL OUT

STANDARD DETAIL CALL OUT

C010

DETAIL

NUMBER

DOUBLE BALL FLEXIBLE

EXTENSION COUPLING

FLEXIBLE COUPLING W/

THRUST RING

VALVE NUMBER

PUSH-ON JOINT

(RUBBER GASKET)

PREVENTER W/ GATE VALVES

REDUCED PRESSURE BACKFLOW

HOSE BIBB

HOSE VALVE

RELIEF VALVE

NEEDLE VALVE

PRESSURE REDUCING VALVE

SOLENOID VALVE

BALL CHECK

PLUG VALVE (SIDE)

PLUG VALVE (TOP)

BALL VALVE

GATE VALVE

GLOBE VALVE

BUTTERFLY VALVE

SWING CHECK VALVE

S

V-100

V-500

V-700

V-200

V-300

V-300

V-400

V-401

V-1100

V-1200

V-800

V-600

V-1000

V-900

KNIFE GATE VALVE V-501

K

21-3133 MARCH 2024

CITY OF PENDLETON

WELL 11-11B

AS SHOWN of 65

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SYMBOLS AND LEGEND

GENERAL

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

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20 1 of2 03/13/2024WRK BID SET

@ AT

AASHTO AMERICAN ASSOCIATION OF STATE

HIGHWAY & TRANSPORTATION OFFICIALS

AB ANCHOR BOLT

ABAN(D) ABANDON(ED)

ABS ACRYLONITRILE BUTADIENE STYRENE

ABV ABOVE / ALCOHOL BY VOLUME

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADJ ADJUSTABLE

ADJC ADJACENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHR ANCHOR

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APPROX APPROXIMATE

APPVD APPROVED

APWA AMERICAN PUBLIC WORKS ASSOCIATION

ARCH ARCHITECTURAL

ARV AIR RELEASE VALVE

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASSN ASSOCIATION

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING

& MATERIALS

ATM ATMOSPHERE

AUTO AUTOMATIC

AUX AUXILIARY

AVE AVENUE

AVG AVERAGE

AWWA AMERICAN WATER WORKS ASSOCIATION

B&S BELL & SPIGOT

BC BOLT CIRCLE

BD BOARD

BETW BETWEEN

BF BOTH FACE

BFD BACKFLOW PREVENTION DEVICE

BFILL BACKFILL

BFV BUTTERFLY VALVE

BHP BRAKE HORSEPOWER

BKGD BACKGROUND

BLDG BUILDING

BLK BLOCK

BLVD BOULEVARD

BM BENCHMARK / BEAM

BMP BEST MANAGEMENT PRACTICES

BO BLOW-OFF

BOC BACK OF CURB

BS BOTH SIDES

BSMT BASEMENT

BTF BOTTOM FACE

BTU BRITISH THERMAL UNIT

BV BALL VALVE

BW BOTH WAYS

C CELSIUS

C TO C CENTER TO CENTER

CARV COMBINATION AIR RELEASE VALVE

CATV CABLE TELEVISION

CB CATCH BASIN

CCP CONCRETE CYLINDER PIPE

CCW COUNTER CLOCKWISE

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CHAN CHANNEL

CHEM CHEMICAL

CHFR CHAMFER

CHKV CHECK VALVE

CI CAST IRON

CIP CAST IRON PIPE

CIPC CAST IN PLACE CONCRETE

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL OR C/L CENTER LINE

CL2 CHLORINE

CLG CEILING

CLJ CONTROL JOINT

CLR CLEAR

CLSM CONTROLLED LOW STRENGTH MATERIAL

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CO CLEANOUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS / CONTINUATION

CONTR CONTRACT(OR)

COORD COORDINATE

COP COPPER

CORP CORPORATION

CORR CORRUGATED

CP CONTROL POINT

CPLG COUPLING

CPVC CHLORINATED POLYVINYL CHLORIDE

CR CRUSHED ROCK

CS COMBINED SEWER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER

CU CUBIC

CULV CULVERT

CV CONTROL VALVE

CW CLOCKWISE / COLD WATER

CY CUBIC YARDS

CYL CYLINDER LOCK

D DRAIN

DC DIRECT CURRENT

DEFL DEFLECTION

DET DETAIL

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DIST DISTANCE

DN DOWN

DR DRIVE

DS DOWNSPOUT

DWG DRAWING

DWL DOWEL

DWV DRAIN WASTE AND VENT

DWY DRIVEWAY

E OR ELEC ELECTRICAL

EA EACH

ECC ECCENTRIC

EF EACH FACE

EL ELEVATION

ELB ELBOW

ENCL ENCLOSURE

EOP EDGE OF PAVEMENT

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

ESMT EASEMENT

EW EACH WAY

EXC EXCAVATE/EXCAVATION

EXIST EXISTING

EXP EXPANSION

EXP BT EXPANSION BOLT

EXP JT EXPANSION JOINT

EXT EXTERIOR

F FAHRENHEIT

F TO F FACE TO FACE

FAB FABRICATE

FB FLAT BAR

FCA FLANGED COUPLING ADAPTER

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDN FOUNDATION

FEXT FIRE EXTINGUISHER

FF FAR FACE

FGL FIBERGLASS

FH FIRE HYDRANT

FIN FINISH(ED)

FIN GR FINISHED GRADE

FIPT FEMALE IRON PIPE THREAD

FITG FITTING

FL FLOOR LINE

FLEX FLEXIBLE

FLG FLANGE

FLL FLOW LINE

FLR FLOOR

FM FORCE MAIN

FO FIBER OPTIC

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED PLASTIC

FT FEET / FOOT

FTG FOOTING

FUT FUTURE

FXTR FIXTURE

G GAS

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GROOVED COUPLING

GEN GENERATOR / GENERAL

GFA GROOVED FLANGE ADAPTER

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GJ GRIP JOINT

GL GLASS

GLV GLOBE VALVE

GND GROUND

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GALLONS PER SECOND

GR GRADE

GR LN GRADE LINE

GRTG GRATING

GV GATE VALVE

GRVL GRAVEL

GYP GYPSUM

HB HOSE BIBB

HC HOLLOW CORE

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWE HARDWARE

HGR HANGER

HGT HEIGHT

HH HANDHOLD

HM HOLLOW METAL

HMAC HOT MIX ASPHALT CONCRETE

HNDRL HANDRAIL

HOA HAND-OFF-AUTO

HOR HAND-OFF-REMOTE

HORIZ HORIZONTAL

HP HIGH PRESSURE / HORSEPOWER

HPG HIGH PRESSURE GAS

HPT HIGH POINT

HR HOUR

HSB HIGH STRENGTH BOLT

HV HOSE VALVE

HVAC HEATING, VENTILATION, AIR

CONDITIONING

HWL HIGH WATER LINE

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I&C INSTRUMENTATION & CONTROL

IAW IN ACCORDANCE WITH

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IMPVT IMPROVEMENT

IN INCH

INCC INCLUDE(D)(ING)

INFL INFLUENT

INJ INJECTION

INSTL INSTALLATION / INSTALL

INSUL INSULATION

INTER INTERCEPTOR

INTR INTERIOR

INV INVERT

IP IRON PIPE

IPT IRON PIPE THREAD

IR IRON ROD

IRRIG IRRIGATION

JT JOINT

JUNC JUNCTION

KPL KICK PLATE

KVA KILOVOLT AMPERE

KW KILOWATT

KWY KEYWAY

L LENGTH

LAB LABORATORY

LAV LAVATORY

LB POUND

LF LINEAR FOOT

LIN LINEAL

LN LANE

LOC LOCATION

LONG LONGITUDINAL

LP LOW PRESSURE

LPT LOW POINT

LRG LARGE

LS LONG SLEEVE / LUMP SUM

LT LEFT

LVL LEVEL

LWL LOW WATER LINE

MAN MANUAL

MAT MATERIAL

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

MCP MASTER CONTROL PANEL

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MGD MILLION GALLONS PER DAY

MH MANHOLE

MIN MINIMUM

MIPT MALE IRON PIPE THREAD

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MON MONUMENT / MONOLITHIC

MOT MOTOR

MP MILEPOST

MSL MEAN SEAL LEVEL

MTD MOUNTED

NA NOT APPLICABLE

NC NORMALLY CLOSED

NF NEAR FACE

NIC NOT IN CONTRACT

NO / NO. NORMALLY OPEN / NUMBER

NOM NOMINAL

NORM NORMAL

NRS NON-RISING STEM

NTS NOT TO SCALE

O TO O OUT TO OUT

OC ON CENTER

OD OUTSIDE DIAMETER

ODOT OREGON DEPARTMENT OF

TRANSPORTATION

OF OVERFLOW / OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

ORIG ORIGINAL

OVHD OVERHEAD

P&ID PROCESS & INSTRUMENTATION

DIAGRAM

PC POINT OF CURVE

PCC POINT OF COMPOUND CURVE

PCVC POINT OF CURVATURE ON

VERTICAL CURVE

PE PLAIN END

PERF PERFORATED

PERM PERMANENT

PERP PERPENDICULAR

PG PRESSURE GAUGE

PH PIPE HANGER

PI POINT OF INTERSECTION

PIVC POINT OF INTERSECTION ON

VERTICAL CURVE

PL OR P/L PROPERTY LINE / PLATE / PLASTIC

PLBG PLUMBING

PNL PANEL

POC POINT OF CURVATURE

POLY POLYETHYLENE

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PRCST PRECAST

PREP PREPARATION

PRESS PRESSURE

PRKG PARKING

PROP PROPOSED

PRV PRESSURE REDUCING VALVE

PS PUMP STATION

PSIG POUNDS PER SQUARE INCH GAUGE

PSL PIPE SLEEVE

PSPT PIPE SUPPORT

PT POINT OF TANGENCY

PTVC POINT OF TANGENCY ON VERTICAL

CURVE

PTW PUMP TO WASTE

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PW POTABLE WATER

PWR POWER

QTY QUANTITY

RAD RADIUS

RC REINFORCED CONCRETE

RCP REINFORCED CONCRETE PIPE

RD ROAD / ROOF DRAIN

RDCR REDUCER

RECIRC RECIRCULATION

REF REFERENCE

REINF REINFORCE(D)(ING)(MENT)

REQ'D REQUIRED

RES RESERVOIR

RESTR RESTRAINED

RFCA RESTRAINED FLANGE COUPLING

ADAPTER

RM ROOM

RND ROUND

RO ROUGH OPENING

R/W RIGHT-OF-WAY

RPBPD REDUCED PRESSURE BACKFLOW

PREVENTION DEVICE

RPM REVOLUTIONS PER MINUTE

RR RAILROAD

RST REINFORCED STEEL

RT RIGHT

SALV SALVAGE

SAN SANITARY

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SDL SADDLE

SDR STANDARD DIMENSION RATIO

SECT SECTION

SHLDR SHOULDER

SHT SHEET

SIM SIMILAR

SLP SLOPE

SLV SLEEVE

SOLN SOLUTION

SP SOIL PIPE / SEWER PIPE

SPCL SPECIAL

SPEC(S) SPECIFICATION(S)

SPG SPACING

SPL SPOOL

SPRT SUPPORT

SQ SQUARE

SQ FT SQUARE FOOT

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STR STRAIGHT

STRUCT STRUCTURE / STRUCTURAL

SUBMG SUBMERGED

SUCT SUCTION

SV SOLENOID VALVE

S/W SIDEWALK

SWD SIDEWATER DEPTH

SWGR SWITCH GEAR

SYMM SYMMETRICAL

SYS SYSTEM

T OR TEL TELEPHONE

T&B TOP & BOTTOM

TAN TANGENCY

TB THRUST BLOCK

TBM TEMPORARY BENCHMARK

TC TOP OF CONCRETE / TOP OF CURB

TCE TEMPORARY CONSTRUCTION EASEMENT

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE / TEMPORARY

T&G TONGUE & GROOVE

THK THICK / THICKNESS

THRD THREAD (ED)

THRU THROUGH

TP TEST PIT / TOP OF PAVEMENT /

TURNING POINT

TRANS TRANSITION

TSP TRI-SODIUM PHOSPHATE

TST TOP OF STEEL

TW TOP OF WALL

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UN UNION

UON UNLESS OTHERWISE NOTED

USGS UNITED STATES GEOLOGIC SURVEY

V VENT / VOLT

VAC VACUUM

VB VACUUM BREAKER

VBOX VALVE BOX

VC VERTICAL CURVE

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

VCP VITRIFIED CLAY PIPE

VTR VENT THROUGH ROOF

W WATER

W/ WITH

W/IN WITHIN

W/O WITHOUT

W/W WALL TO WALL

WD WOOD

WF WIDE FLANGE

WH WATER HEATER

WI WROUGHT IRON

WM WATER METER

WP WORKING POINT / WATERPROOFING

WS WATER SERVICE

WSDOT WASHINGTON STATE DEPARTMENT

OF TRANSPORTATION

WT WEIGHT

WTP WATER TREATMENT PLANT

WTRT WATERTIGHT

WWF WELDED WIRE FABRIC

WWTF WASTEWATER TREATMENT FACILITY

WWTP WASTEWATER TREATMENT PLANT

X SECT CROSS SECTION

XFMR TRANSFORMER

YD YARD DRAIN / YARD

YH YARD HYDRANT

YR YEAR

ZN ZINC

21-3133 MARCH 2024

CITY OF PENDLETON

WELL 11-11B

AS SHOWN of 65

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ABBREVIATIONS

GENERAL

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

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GENERAL NOTES:

1. THE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS, ELEVATIONS, TYPES AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING NEW PIPING FAR ENOUGH IN ADVANCE TO ALLOW NECESSARY ADJUSTMENTS IN GRADE AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF NEED TO ADJUST PIPING INSTALLATION ACCORDINGLY. POTHOLING SHALL SUFFICIENTLY PRECEDE LAYING OF PIPE TO ALLOW REQUIRED ELEVATION ADJUSTMENTS TO BE ACCOMPLISHED WITHOUT REWORK. ELEVATION ADJUSTMENTS SHALL BE EXPECTED AND ARE INCIDENTAL TO THE WORK. DEFLECT PIPE AS REQUIRED AND WITHIN SPECIFIED

TOLERANCES TO AVOID EXISTING UTILITIES AND COMPLETE TIE-INS.

2. LOCATIONS OF EXISTING UTILITIES ARE BASED ON INFORMATION SUPPLIED BY THE UTILITIES AND CONSIDERED APPROXIMATE ONLY. AS REQUIRED BY STATE LAW, THE CONTRACTOR SHALL OBTAIN UTILITY

LOCATES PRIOR TO COMMENCING CONSTRUCTION.

3. CONTRACTOR SHALL PROVIDE OWNER'S REPRESENTATIVE WITH MINIMUM 24 HOURS NOTICE WHEN POTHOLING WILL BE COMPLETE. COORDINATE WITH OWNER'S REPRESENTATIVE TO REVIEW UTILITY INVESTIGATIONS AND TO MAKE APPROPRIATE ADJUSTMENTS FOR ANY ALIGNMENT CONFLICTS WHERE

CONNECTING TO EXISTING UTILITIES.

4. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.

THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE UTILITY NOTIFICATION CENTER. (NOTE:

THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS 503-246-6699.)

5. NUMEROUS EXISTING OVERHEAD POWER LINES OCCUR IN THE VICINITY OF THE PROJECT. CONTRACTOR TO CONFORM TO CONDITIONS IN VICINITY OF OVERHEAD LINES AND COORDINATE ALL CONSTRUCTION

ACTIVITIES WITH PACIFIC LIGHT AND POWER REPRESENTATIVES.

6. PROVIDE "AS CONSTRUCTED" DRAWINGS INDICATING ALL CHANGES IN GRADE, ALIGNMENT, FITTINGS AND MATERIALS INSTALLED AND ANY OTHER UTILITIES OR OBSTACLES NOT SO INDICATED ON THESE PLANS.

7. AT THE END OF EACH WORK DAY, ALL OPEN TRENCHES SHALL BE BACKFILLED AND ALL TRENCHES SHALL EITHER BE TEMPORARILY PAVED OR FILLED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

8. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS, SURVEY MONUMENTS, AND CONTROL SURVEY MONUMENTS. ALL ITEMS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S

EXPENSE, WITH APPROPRIATE SURVEY FILED WITH COUNTY SURVEYOR.

9. CONTRACTOR SHALL SUPPORT AND PROTECT AS NECESSARY ANY PIPE OR CONDUIT EXPOSED AS PART OF THE NEW PIPE TRENCH EXCAVATION. CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES IN SERVICE AT ALL TIMES AND SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES TO MAINTAIN AND PROTECT

SERVICES.

10. ALL WORK SHALL BE CONFINED TO RIGHT-OF-WAY OR CITY PROPERTY, AS GENERALLY SHOWN IN THE

DRAWINGS AS AREA OF PROJECT IMPROVEMENTS.

11. ALL EXISTING FEATURES INCLUDING, BUT NOT LIMITED TO, ROADWAYS, STRUCTURES, LOTS, CURBS, SIDEWALKS, FENCES, WALLS, PLANTING, DITCHES, MAILBOXES, SIGNS, PIPING AND UTILITIES DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO AS GOOD OR BETTER THAN EXISTING CONDITION UNLESS OTHERWISE SPECIFIED. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT OWNER OF UTILITY FOR INSPECTION OF DAMAGE PRIOR TO REPAIRS. CONTRACTOR SHALL REPAIR ALL UTILITY SERVICES DAMAGED DURING CONSTRUCTION AND SUCH REPAIR SHALL BE CONSIDERED INCIDENTAL.

12. CONTRACTOR TO OBTAIN AND COMPLY WITH APPLICABLE CITY OF PENDLETON PERMITS AND

REQUIREMENTS FOR WORK IN, AND RESTORATION OF CITY ROADWAYS.

13. DO NOT REMOVE TREES UNLESS THEY HAVE BEEN PREVIOUSLY IDENTIFIED IN THE FIELD FOR REMOVAL PER OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE REMOVAL OF IMPACTED TREES WITH ADJACENT HOMEOWNER WITH REGARDS TO TREE CUTTING, REMOVAL, FIREWOOD RETENTION AND TREE REPLACEMENT.

OWNER:

CITY OF PENDLETON, DEPT OF PUBLIC WORKS

500 SW DORION AVENUE

PENDLETON, OR 97801

OWNER'S REPRESENTATIVE:

BOB PATTERSON, P.E.

E: BOB.PATTERSON@PENDLETONOR.GOV

P: 541-966-0202 F: 541-966-0251

OWNER'S PROJECT SUPERINTENDENT:

TIM SMITH

E: TIM.SMITH@PENDLETONOR.GOV

P: 541-379-1195 F: 541-966-0251

CIVIL ENGINEER:

CONSOR

345 BOBWHITE COURT, SUITE 230

BOISE, ID 83706

CONTACT: WILL KIRBY, P.E.

E: WILL.KIRBY@CONSORENG.COM

P: 208-947-9033

PROJECT CONTACTS:

TOPOGRAPHIC SURVEY NOTES:

1. SURVEY WAS COMPLETED BY THE CITY OF PENDLETON. ELEVATIONS ARE BASED ON NGVD 1929 DATUM.

HORIZONTAL COORDINATES ARE LOCAL CITY OF PENDLETON GRID SYSTEM.

2. UTILITY INFORMATION SHOWN HEREIN IS COMPILED FROM FIELD OBSERVED SURFACE FEATURES, AND FIELD LOCATED PAINT MARK "LOCATES" PERFORMED BY OTHERS. SURVEYOR MAKES NO GUARANTEE THAT UTILITIES SHOWN HEREIN COMPRISE ALL POSSIBLE UTILITIES IN THE AREA NOR WARRANTS THAT UTILITIES ARE IN THE

EXACT LOCATIONS INDICATED.

3. THIS TOPOGRAPHIC SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT, AND THEREFORE DOES NOT PURPORT TO TO SHOW ALL EASEMENTS, ENCUMBRANCES, OR RESTRICTIONS OF

RECORD, IF ANY.

SURVEYOR:

CITY OF PENDLETON, DEPT OF PUBLIC WORKS

500 SW DORION AVENUE

PENDLETON, OR 97801

CONTACT: WAYNE GREEN

E: WAYNE.GREEN@PENDLETONOR.GOV

P: 541-966-0243 F: 541-966-0251

1. RESTRAIN ALL VALVES, TEES, BENDS, AND FITTINGS UNLESS OTHERWISE NOTED. ALL BURIED FITTINGS TO

BE MECHANICAL JOINT UNLESS OTHERWISE NOTED.

2. ALL FLANGED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWWA C115 AND C207, LATEST

EDITION.

3. PROVIDE POLYETHYLENE ENCASEMENT FOR ALL DUCTILE IRON PIPING ACCORDING TO ANSI/AWWA

C105/A21.5 AND WHEN NEW PIPING IS WITHIN 10' HORIZONTALLY OF EXISTING GAS LINES.

4. ALL COATINGS AND MATERIALS SPECIFIED HEREIN THAT COME IN CONTACT WITH POTABLE WATER SHALL BE

NATIONAL SANITATION FOUNDATION (NSF) APPROVED.

5. ALL PIPING SHALL BE TESTED UNDER A HYDROSTATIC TEST PRESSURE AS STATED IN THE SPECIFICATIONS, MEASURED FROM THE LOWEST POINT ALONG THE TEST SECTION OR AS SHOWN ON THE PLANS. ALL VALVES, FITTINGS, AND PIPING SHALL BE SUITABLE FOR TEST PRESSURES.

6. WHERE VERTICAL BENDS ARE NOT SHOWN, CONTRACTOR IS TO DEFLECT PIPE TO ACHIEVE VERTICAL ADJUSTMENTS AS NEEDED. THE MAXIMUM ALLOWABLE DEFLECTION SHALL NOT EXCEED ONE-HALF OF THE

MAXIMUM INSTALL DEFLECTION SPECIFIED.

7. CONTRACTOR SHALL PROVIDE TEMPORARY TAPS, BLOW-OFFS, AND THRUST BLOCKING AS REQUIRED TO FACILITATE FLUSHING, TESTING, AND DISINFECTION OF WATERLINES. REMOVE TEMPORARY TEST TAPS UPON COMPLETION OF DISINFECTION, AND REPLACE WITH STERILIZED TEMPORARY PLUGS. TEMPORARY PLUGS

SHALL BE REMOVED TO MAKE FINAL CONNECTIONS TO SERVICE LINES.

8. CONNECTIONS TO CITY WATERLINES MAY REQUIRE TEMPORARY SHUTDOWNS OF CITY FACILITIES. THE CONTRACTOR SHALL COORDINATE THIS WORK WITH THE CITY AND PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE PRIOR TO PERFORMING WATERLINE TIE-IN WORK. CONTRACTOR TO VERIFY WITH THE CITY IF CITY WATER LINES ARE TO BE TAKEN OUT OF SERVICE PRIOR TO PERFORMING THIS WORK. OPERATION OF

VALVES SHALL BE BY CITY PERSONNEL ONLY.

9. WHERE A WATERLINE CROSSES A SANITARY SEWER LINE, ONE PIPE LENGTH OF THE WATERLINE MUST BE

CENTERED AT THE CROSSING.

WATER NOTES:

21-3133 MARCH 2024

CITY OF PENDLETON

WELL 11-11B

AS SHOWN of 65

G-4

SHEET

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GENERAL NOTES

GENERAL

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HOUTAMA RD

AREA OF PROJECT IMPROVEMENTS

COMMERCIAL CONST ENTRANCE

SEE DET DWG 4-13, SHT ESC-3

CONSTRUCTION STAGING AND STOCKPILING AREA

EROSION AND SEDIMENT CONTROL GENERAL NOTES:

1. CONTRACTOR SHALL PREPARE, SUBMIT, AND ACQUIRE AN OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) 1200-C EROSION CONTROL PLAN AND PERMIT PRIOR TO BEGINNING ANY SITE DISTURBING ACTIVITY. IF DISTURBING GREATER THAN ONE ACRE OF LAND AS PART OF THIS PROJECT, CONTRACTOR SHALL PROVIDE

PAYMENT FOR ALL PERMIT FEES.

2. EMERGENCY EROSION CONTROL MATERIALS MUST BE KEPT ON SITE AT ALL TIMES.

3. INSTALL, INSPECT, CLEAN, AND MAINTAIN SEDIMENT FENCE TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE THROUGHOUT CONSTRUCTION. SEDIMENT FENCE SHALL BE INSTALLED PARALLEL TO SLOPE CONTOURS. ADDITIONAL SEDIMENT FENCE MAY BE REQUIRED BASED ON SITE CONDITIONS AND MEANS AND METHODS DEVELOPED BY CONTRACTOR. OVERLAY SEDIMENT FENCE 6" MINIMUM AND TURN LAST 6 FEET OF

FENCE UPSLOPE (TYPICAL).

4. INSPECT, CLEAN, AND MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT SEDIMENT AND SEDIMENT

LADEN WATER FROM LEAVING THE SITE THROUGHOUT CONSTRUCTION.

5. ADDITIONAL TRACKING CONTROL MEASURES SUCH AS A WHEEL WASH MAY BE NECESSARY IF CONSTRUCTION

ENTRANCE IS NOT SUFFICIENT.

6. ON-SITE RUNOFF ACCUMULATION INTO LOW POINTS SHALL BE PUMPED BY THE CONTRACTOR TO A SUITABLE

LOCATION, IF REQUIRED.

7. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY

TIME OF YEAR) IN ACCORDANCE WITH THE DEQ EROSION PREVENTION AND SEDIMENT CONTROL

REQUIREMENTS, THE STANDARD CONSTRUCTION SPECIFICATIONS FOR THIS PROJECT AND THE EROSION CONTROL NOTES INCLUDED BELOW AND WITHIN THESE PLANS. IF DISCREPANCIES BETWEEN STANDARDS

OCCUR, THE MORE STRINGENT REGULATION SHALL APPLY.

8. THE IMPLEMENTATION OF EROSION/SEDIMENTATION CONTROL (ESC) PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS

ESTABLISHED.

9. THE BOUNDARIES OF THE LIMITS OF WORK SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED LIMITS OF WORK SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION

OF CONSTRUCTION.

10. ESC FACILITIES MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE

DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS.

11. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO

ENSURE THEIR CONTINUED FUNCTIONALITY.

12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH

OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.

13. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT

ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.

14. CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED.

15. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF CONSTRUCTION. ROUGHEN

AND SEED ALL DISTURBED SURFACES OUTSIDE OF CRUSHED ROCK SURFACING TOP DRESSING.

16. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY STABILIZED FROM NOVEMBER 1 THROUGH APRIL 30, THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT ACCORDING TO THE OREGON DEQ TECHNICAL

GUIDANCE HANDBOOK.

17. ESC MEASURES SHALL BE REMOVED BY THE CONTRACTOR WHEN VEGETATION IS FULLY ESTABLISHED.

18. CONTRACTOR SHALL PREPARE AND SUBMIT A DE-WATERING PLAN FOR PROPER DISPOSAL OF ALL WATER RESULTING FROM EXCAVATION AT THE PROJECT SITE. SEE SPECIFICATION FOR DE-WATERING REQUIREMENTS.

19. COMPLY WITH APPLICABLE OREGON DEQ DUST RULES (DIVISION 208) DURING EXCAVATION AND/OR

DEMOLITION WORK.

https://secure.sos.state.or.us./oard/displayDivisionRules.action?selectedDivision=1533

20. THE OWNER AND OPERATOR OF THE ROCK CRUSHER AND ASPHALT PLANT THAT PROVIDES MATERIAL FOR THE

PROJECT SHALL OPERATE UNDER AN AIR QUALITY PERMIT.

LEGEND

PRESERVE NATURAL VEGETATION AND

TEMPORARY SEEDING AREA

21-3133 MARCH 2024

CITY OF PENDLETON

WELL 11-11B

AS SHOWN of 65

ESC-1

SHEET

WRK

BAW

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OVERVIEW

EROSION AND SEDIMENT CONTROL

NO. DATE BY REVISION

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20 1 of2 03/13/2024WRK BID SET

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GRADING, UTILITY EROSION, AND SEDIMENT CONSTRUCTION NOTES:

1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE

FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED:

A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN

FOR APPROPRIATE SEED MIX.

B. DWARF GRASS MIX (MINIMUM 100 LB/AC)

a. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT)

b. CREEPING RED FESCUE (20% BY WEIGHT)

C. STANDARD HEIGHT GRASS MIX (MINIMUM 100 LB/AC)

a. ANNUAL RYEGRASS (40% BY WEIGHT)

b. TURF-TYPE FESCUE (60% BY WEIGHT)

2. SLOPES AND DISTURBED AREA TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE

THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED

IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF

VELOCITY.

3. LONG TERM SLOPE AND DISTURBED AREAS STABILIZATION MEASURES SHALL INCLUDE THE

ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND

APPLICATION RATE. SEE SPECIFICATIONS. IN ADDITION, ALL SLOPES OF 2:1 OR GREATER SHALL

RECEIVE MATTING.

4. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF

CONSTRUCTION. ROUGHEN AND SEED ALL DISTURBED SURFACES OUTSIDE OF CRUSHED ROCK

SURFACING TOP DRESSING.

5. TEMPORARY SLOPE AND DISTURBED AREA STABILIZATION MEASURES SHALL INCLUDE:

COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR

OTHER APPROVED MEASURES, IN ACCORDANCE WITH SECTION 31 22 13, ROUGH GRADING.

6. STOCKPILED SOIL OR STRIPPINGS SHALL BE HAULED OFFSITE. DURING "WET WEATHER"

PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH.

SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE.

7. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY

SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT

FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY

REQUIRE ADDITIONAL EROSION CONTROL MEASURES.

8. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES

INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW

MULCHING, OR OTHER APPROVED MEASURES.

9. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND

MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT

NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE REQUIRED TO

INSURE THAT ALL PAVED AREAS IN THE VICINITY OF THE SITE USED FOR HAULING SOIL ARE

KEPT CLEAN FOR THE DURATION OF THE PROJECT.

10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT

TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER.

11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION

THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE

CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY

DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERM OR TEMPORARY SETTLING PITS MAY

BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE

CLEANED WHEN IT REACHES 50% OF THE CAPACITY.

EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION:

1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC). MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO

COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

2. "STOCK PILE AREA" SHALL BE DESIGNATED PRIOR TO EXCAVATION CUT ACTIVITIES. ALL EXCAVATED

MATERIALS SHALL BE HAULED OFFSITE.

3. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY

FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS.

4. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING SEEDING, JUTE MATTING, WATTLES, AND ROCK

CHECK DAMS" SHALL BE IN-PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1.

EXISTING CONTOURS (1')

EXISTING CONTOURS (5')

PROPOSED CONTOURS (1')

PROPOSED CONTOURS (5')

DRAINAGE FLOW DIRECTION

SEDIMENT FENCING

W/ PLASTIC MESH FENCE

STRAW WATTLES PER

DETAIL ON SHT ESC-3

LEGEND

TYPICAL EROSION CONTROL MEASURES

21-3133 MARCH 2024

CITY OF PENDLETON

WELL 11-11B

AS SHOWN of 65

ESC-2

SHEET

DG

BB

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SITE PLAN

EROSION AND SEDIMENT CONTROL

PRESERVE NATURAL VEGETATION

AND TEMPORARY SEEDING AREA

GRADING OUTSIDE GRAVEL AREAS

SHALL BE PERMANENTLY SEEDED,

SEE SITE LAYOUT SHT C-2

PROTECT STEEP SLOPES W/

STRAW WATTLES

PROTECT DRAINAGE DITCH

W/ STRAW WATTLES

DISCHARGE LOCATION SHALL BE

PERMANENTLY SEEDED

EXIST GRAVEL ROAD AND WELL SITE

PROPERTY LINE

STOCKPILE LOCATION SHALL BE

PERMANENTLY SEEDED

NO. DATE BY REVISION

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AS SHOWN of 65

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DETAILS

EROSION AND SEDIMENT CONTROL

IRR

IR

R

IRR

OHP

OHP

CO

M

COM

CO

M

COMCOM

OHP

O H

P

OHP

O H

P O

H P

O H

P O

H P

OHP

FM

FM

FM

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20 1

NOTES:

1. THIS SHEET FOR INFORMATIONAL PURPOSES ONLY TO

PROVIDE OVERVIEW OF EXISTING ROADWAYS, EASEMENTS,

AND PROPOSED WELL SITE IN RELATION TO PROJECT AREA

AND DOES NOT IDENTIFY WORK OR MATERIALS REQUIRED

FOR CONSTRUCTION.

2. NO CONSTRUCTION TRUCK STAGING OR PARKING SHALL

BE ALLOWED ON SW HOUTAMA RD.

3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY

RESPONSIBLE FOR CONDITIONS OF THE PROJECT SITE,

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,

DURING AND IN RELATION TO PERFORMANCE OF THE WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING

PROJECT CONSTRUCTION AREAS CLEAN OF DEBRIS, SAFE &

SECURE AT ALL TIMES. THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING

HOURS.

4. COORDINATE WITH WWTRRF STAFF TO LOCATE UTILITIES

IN PASTURE

5. FOR SITE GRADING PLAN, SEE SHEET C-3

6. FOR SITE PIPING PLAN, SEE SHEETS C-4 AND C-5

7. FOR SITE ESC AND PROJECT BOUNDARY, SEE SHEET ESC-1

CONSTRUCTION

STAGING AREA

SW 28TH ST

PROPOSED WELL 11B

SCALE: 1"=80'

PLAN

21-3133 MARCH 2024

CITY OF PENDLETON

WELL 11-11B

AS SHOWN of 65

C-1

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PROJECT OVERVIEW

SITE MAPPING AND GENERAL

CIVIL

TERESA EILERS

4362 SW MOUNTAMA RD

DOROTHY M NORDEN

P.O. BOX 727

PENDLETON, OR

ROD C ANDERSON

4201 SW 28TH DR

CITY OF PENDLETON

WASTEWATER TREATMENT

RESOURCE RECOVERY

FACILITY (WWTRRF)

SW HOUTAMA ROAD

WATERLINE PROJECT

(BY OTHERS)

ESTIMATED COM

LINES, FIELD LOCATE

ESTIMATED OHP,

FIELD LOCATE

ESTIMATED IRRIGATION,

FIELD LOCATE, SEE

NOTE 4

ESTIMATED FORCEMAIN,

FIELD LOCATE, SEE

NOTE 4

EXISTING WELL 11

WELL HEAD

PROPOSED WELL 11

NO. DATE BY REVISION

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SHEET

FACILITY LAYOUT POINTS

PT #

DESCRIPTION

WELL 11B WELL HEAD (BY OTHERS)

S CORNER OF WELL 11B

N CORNER OF WELL 11B

E CORNER OF WELL 11B FM VAULT

W CORNER OF WELL 11B FM VAULT

S CORNER OF WELL 11

N CORNER OF WELL 11

S CORNER OF WELL 11 FM VAULT

N CORNER OF WELL 11 FM VAULT

NORTHING

N:50126.95

N:50096.89

N:50133.94

N:50102.32

N:50098.27

N:50153.22

N:50169.94

N:50147.82

N:50153.69

EASTING

E:35457.38

E:35469.30

E:35453.47

E:35486.09

E:35475.93

E:35495.96

E:35478.52

E:35479.23

E:35475.96

ELEVATION

1004.80

1004.80

1004.80

1004.51

1004.68

1005.00

1005.12

1004.77

1004.85

FENCE LAYOUT POINTS

PT #

NORTHING

N:50162.44

N:50164.56

N:50090.04

N:50075.14

N:50074.34

EASTING

E:35463.40

E:35455.89

E:35434.80

E:35487.37

E:35494.76 X

X X

X X

X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

IRR

CO

M

O H

P

OHP

O H

P

O H

P

FM

1004.25

1004.50

1004.75

1004.75

1004.50

.2

.7

.5

.2

1005.25

1005.50

1001 1000

REINSTALL CORNER

POSTS

DEMO FENCE.

SALVAGE CORNER

POSTS AND GATEAPPROX TRANSFORMER LOCATION,

SEE ELECTRICAL. TRANSFORMER

SHALL BE INSTALLED W/ CLEARANCES

AND BOLLARDS PER PACIFIC POWER

REMOVE TREE

REPLACE 200' OF FENCE, IN

KIND OR BETTER CENTERED ON

PTW DISCHARGE, SEE SHT C-4

FURNISH AND INSTALL

WELDED PIPE FENCE

CORNER, SEE NOTE 2

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

O R -C

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/1

/2

3:

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S T ec h)

SHEET

20 1

SCALE: 1"=10'

SITE PLAN

WELL 11,

SEE MECH & ARCH SHTS

TO WWTRRF

EXIST WELL 11 EQUIPMENT HOUSE

DEMOLISHED BY CITY

21-3133 MARCH 2024

CITY OF PENDLETON

WELL 11-11B

AS SHOWN of 65

C-2

SHEET

DG

BB

WRK

HORIZONTAL CONTROL PLAN

SITE LAYOUT AND

CIVIL

WELL 11B

SEE MECH &

ARCH SHTS

SEE NOTE 4

POTHOLED:

BEDROCK AT

995.76

POTHOLED:

BEDROCK AT

995.29

CONCRETE PAD,

TYP, SEE NOTE 1

NOTES:

1. CONCRETE PADS SHALL BE MIN. 6" THICK WITH #4 @ 12" O.C.

EA WAY. SLOPE AWAY FROM WELL HOUSE A MIN. OF 2 %. WIDTH

OF PADS SHALL EXTEND 4'-0" FROM WELL HOUSE AND BE 3"

WIDER THAN DOORWAYS. PROVIDE 6" THICK 34"-0 CRUSHED

ROCK, COMPACTED PER SPECIFICATIONS.

2. WELDED PIPE FENCE CORNERS SHALL MATCH EXISTING

CORNERS AT THE SOUTH END OF THE PROJECT. PAINT SHALL BE

SELECTED TO CLOSELY MATCH EXISTING CORNERS.

INSTALLATION SHALL INCLUDE CONCRETE EMBEDMENT OF

POSTS, PER MANUFACTURERS RECOMMENDATION.

3. NEW FENCE SHALL MATCH EXISTING FOUR-WIRE FENCE. FENCE

SHALL INCLUDE 7' GREEN T-POSTS PLACED APPROXIMATELY 8'

O.C. EVERY 4TH POST SHALL BE A 4" x 4" x 81

2' WOODEN POST,

2' MIN. EMBEDDED IN CONC. WIRE SHALL BE 9-GAUGE MIN.

GALVANIZED WIRE AT 1' O.C. VERTICALLY. ALL COMPONENTS TO

BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.

4. FINISHED SURFACE SHALL BE IMPORTED STRUCTURAL FILL,

TYPE A1, 34"-0", 12" THICK, OVER 160N MIRAFI GEOTEXTILE, OR

EQUAL.

5. FURNISH PERMANENT SEEDING OUTSIDE GRAVEL AREAS TO

THE EXISTING GRADE PER ESC SHEETS

6. SEE DETAIL 4, SHT C-7 FOR BUILDING FOUNDATION

REQUIREMENTS.

REINSTALL CORNER

POSTS AND GATE FEATHER GRAVEL INTO

EXIST ROAD PROFILE

APPROX GRADING

LIMITS PER SHT C-3

SEE NOTE 5

5'

5'

10'

WELL 11B FLOWMETER

VAULT, SEE SHT M-104

WELL 11 FLOW METER

VAULT, SEE SHT M-204

1004.72

1004.72

1004.89

1004.89

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

O R -C

.d w g C -2

/1

/2

3:

P

M J

EF

FR

Y.

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R

LA

N D

O

4.

1s

LM

S T ec h)

SHEET

CO

M

O H

P

OHP

O H

P

O H

P

FM

1004.80+

1004.80+

1004.80+

1004.80+

1004.30+

1005.12+

1005.19+

1005.00+

1005.00+

1004.90+

1004.80+

1005.11+

1005.06+

1004.60+

1004.13+

1004.25

1004.50

1004.75

1004.75

1004.50

.2

.7

.5

.2

1005.25

1005.50

1001 1000

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

O R -C

.d w g C -3

/1

/2

3:

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FR

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4.

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S T ec h)

SHEET

20 1

WELL 11B FLOW METER

VAULT, LID TO BE 12" MIN

ABOVE FG, SEE SHT M-7

TO WWTRRF

21-3133 MARCH 2024

CITY OF PENDLETON

WELL 11-11B

AS SHOWN of 65

C-3

SHEET

DG

JWO

WRK

SITE GRADING PLAN

CIVIL

NOTES:

1. GRADING SHOWN IS APPROXIMATE. CONTRACTOR SHALL

TRANSITION GRADING FROM THE SLOPES SHOWN AS REQUIRED.

WHERE PROPOSED GRADE AND EXISTING GRADE CONFLICT AND

RESULTS IN THE POTENTIAL PONDING OF WATER ON THE SITE

IMPROVEMENTS, CONTRACTOR SHALL GRADE TO ENSURE WATER

CAN DRAIN TO THE WEST AND SOUTH OF THE SITE.

2. CONTRACTOR SHALL VERIFY SPOT ELEVATIONS AND GRADING

WILL PROMOTE DRAINAGE AS SHOWN. IF DEVIATIONS EXIST

CONTRACTOR SHALL NOTIFY ENGINEER.

3. STRIP AND GRUB ALL AREAS TO BE EXCAVATED OR THAT WILL

RECEIVE FILL AS PART OF THE OS PROJECT.

FINAL FILL AND CUT SLOPES SHALL NOT EXCEED 1V:3H.

FF:1004.80

2%

APPROX TRANSFORMER

LOCATION, SEE ELECTRICAL

FF: 1005.00

APPROX GRADING LIMITS

2%

2%

2%

1%

SCALE: 1"=10'

SITE PLAN

1.

1V:5H

TO

G

RAD

E

15' 4%TO GRADE

5'

10%TO GRADE

5'

1.5%

1.5%

TO

G

RA

D

E

DITCH

WELL 11 FLOW METER VAULT

LID TO BE 12" MIN ABOVE FG

PTW DISCHARGE GRADING

PER DETAIL SHT C-7

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

O R -C

.d w g C -3

/1

/2

3:

P

M J

EF

FR

Y.

O

R

LA

N D

O

4.

1s

LM

S T ec h)

SHEET

CO

M

O H

P

OHP

O H

P

O H

P

FM 1"COP PW

1"

CO

P

PW

4"D

I PTW

4"D I D

8"DI PW

8"DI PTW 4"DI D

12"DI PTW

8" D

I

PW

16"DI PW

1"COP PW

"D

I

PW

1004.25

1004.50

1004.75

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

O R -C

.d w g C -4

/1

/2

3:

P

M J

EF

FR

Y.

O

R

LA

N D

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4.

1s

LM

S T ec h)

SHEET

20 1

SCALE: 1"=10'

SITE PLAN

SEE SHT C-5 FOR

CONTINUATION

21-3133 MARCH 2024

CITY OF PENDLETON

WELL 11-11B

AS SHOWN of 65

C-4

SHEET

DG

BB

WRK

SITE PIPING PLAN

CIVIL

CONSTRUCT 4" DRAIN PARALLEL

WITH 8/12" DRAIN AT CONSTANT

SLOPE, DAYLIGHT IE=1000.5',

WITH 4" RUBBER CHECK VALVE,

TIDEFLEX OR EQUAL

NOTES:

1. RESTRAIN ALL FITTINGS, VALVES AND DUCTILE IRON PIPE,

INCLUDING WATERLINE, AND DRAIN LINES.

2. TRENCH SURFACE RESTORATION SHALL BE IMPORTED

STRUCTURAL FILL, TYPE A1, 34"-0", 4" THICK.

3. POTABLE WATER LINES SHALL HAVE A MINIMUM OF 3'-6" COVER.

4. PROVIDE CLSM FOR PIPE BEDDING FOR THE PIPE AS SHOWN IN

DASHED LINES. CLSM PIPE BEDDING TO BE PROVIDED A MINIMUM

OF 10' BEYOND ANY PTW OR DRAIN CROSSING OF PW.

NO PUMP-TO-WASTE DISCHARGE

IMPROVEMENTS SHALL BE MADE

EAST OF THE PROPERTY LINE

N50096.39 E35494.80

1-16" 11.25° BEND, MJ

N50094.67 E35516.25 1-16" V500, FLxMJ

1-16" TEE, FL

1-16"FLANGE ADABPTER

1-16"x8" RDCR, FL

1-12" FLANGE ADAPTER

1-TB DWG 408A, SHT C-6

1-VALVE BOX, DWG 402, SHT C-6

N50123.65 E35491.63 1-8"x4" TEE, MJ

1-8" SPOOL, PE

1-12"x8" ECC RDCR, MJ

N50095.36 E35507.63

1-1" TAPPING SADDLE

1-1" SERVICE LATERAL, DWG 409, SHT C-6

N50126.61 E35539.72

PUMP-TO-WASTE

DISCHARGE - END OF VALVE,

SEE DET 3, SHT C-7

N50141.35 E35478.09

1-8" 90° BEND, MJ

1-TB DWG 408A, SHT C-6

N50121.25 E35518.47

1-8" 11.25° BEND, MJ

N50129.09 E35520.72 2-8" V500, FLxMJ

1-8" TEE, FL

1-8" FLANGE ADAPTER

1-8" PLUG W/ ECOLOGY BLOCK

1-TB DWG 408A, SHT C-6

1-VALVE BOX, DWG 402, SHT C-6

N50140.75 E35480.17

1-1" TAPPING SADDLE

1-1" SERVICE LATERAL, DWG 409, SHT C-6

(NO METER)

SEE NOTE 4

8" DI PW AND 12" DI PTW

TRENCH TYP, DWG

103, SHT C-6, SEE

NOTE 2

1 4 2

1" COP PW TO

CHLORINE ANALYZER,

SEE MECH

2" CONDUIT W/ 12" CL

SEE MECH PIPE SCHEDULE

SEE NOTE 4

4" DI D AND 16" DI PW

4" PTW IE=1002.00

4" D IE=1002.02

8" PTW IE=1002.00

4" D IE=1001.77

10' MIN

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

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.d w g C -4

/1

/2

3:

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EF

FR

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S T ec h)

SHEET

O H P

OHP

OHP

1"

CO

P

PW

1"COP PW

4"DI D

8" D

I

PW

8"D

I PTW

4"D I D

12"D

I PTW

8"DI PW

"D

I

PW

1"

CO

P

PW

16"DI PW

A1+00 A2+00

A3+00

A1+00 A1+10 A1+20 A1+30 A1+40 A1+50 A1+60 A1+70 A1+80 A1+90 A2+00 A2+10 A2+20 A2+30 A2+40 A2+50 A2+60 A2+70 A2+80 A2+90 A3+00 A3+10 A3+20 A3+30 A3+40 A3+50

S

TA

A 3+

TE

E

S

TA

A 3+

"D I

PT

W

C R O

S S

IN

G

IE

.4

S

TA

A 3+

4"

D I

D C

R O

S S

IN

G

IE

.9

S

TA

TE

E

S

TA

A 1+

C O

N N

EC

T

TO

E

X

IS

T S

EE

N O

TE

S

TA

A 1+

EX

IS

T

G V

(C

LO

S

ED

S

TA

A 1+

EX

IS

T

TE

E

S

TA

PO

TH

O

LE

B

ED

R O

C K

EL

5.

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

O R -C

.d w g C -5

/1

/2

3:

P

M J

EF

FR

Y.

O

R

LA

N D

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4.

1s

LM

S T ec h)

SHEET

20 1

SCALE: 1"=10'

PLAN

21-3133 MARCH 2024

CITY OF PENDLETON

WELL 11-11B

AS SHOWN of 65

C-5

SHEET

DG

BB

WRK

SITE PIPING PLAN CONT.

CIVIL

SEE SHT C-4 FOR

CONTINUATION

WELL 11B

REMOVE 16" CAP.

CONNECT TO EXIST

SEE NOTE 5

16" WATERLINE (SW HOUTAMA ROAD

WATERLINE PROJECT, BY CITY)

SEE NOTE 1

SW

8T H

S T

NOTES:

1. SW HOUTAMA ROAD WATERLINE

PROJECT DATUM IS 68.09' LOWER

THAN WELL 11B DATUM.

2. CONTRACTOR SHALL FIELD VERIFY

LOCATION OF THE EXISTING 16" CAP

FROM SW HOUTAMA ROAD PROJECT.

3. CONTRACTOR SHALL RESTRAIN

ALL PIPE, VALVES AND FITTINGS.

4. POTABLE WATERLINE SHALL HAVE

A MIN. OF 3'-6" COVER.

5. PREVIOUS WORK INCLUDED ONE

(1) PIPE LENGTH OF 16" DI PIPE.

CONTRACTOR SHALL CONNECT TO

THE EXISTING 16" DI PIPE AS

SHOWN. THE EXISTING PIPE LENGTH

IS UNTESTED AND HAS NOT BEEN

DISINFECTED. CONTRACTOR SHALL

TEST AND DISINFECT AGAINST THE

EXISTING 16" GATE VALVE

INCLUDING THE EXISTING PIPE

LENGTH PRIOR TO PLACING

WATERLINE IN SERVICE. DEPTH TO

THE EXISTING PIPE IS UNKNOWN,

CONTRACTOR SHALL POTHOLE TO

VERIFY DEPTH AND TRANSITION AS

REQUIRED.

6. TRENCH SURFACE RESTORATION

SHALL BE IMPORTED STRUCTURAL

FILL, TYPE A1, 34"-0", 4" THICK.

TRENCH TYP, DWG 103, SHT C-6,

SEE NOTES 3, 4 AND 6

DEFLECT PIPE AS REQ'D TO

CONNECT TO EXIST

EXIST PIPE

LENGTH OF 16" DI

SEE NOTE 5

EXIST 16' GATE

VALVE (CLOSED)

SEE NOTE 5

SCALE: 1"=10' HORIZ, 1"=5' VERT

PROFILE - 'A'

EXIST/FIN GRADE

REFERENCE KEY NOTES ON SHT C-4, TYP

16"DI PW

8"DI PW

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

O R -C

.d w g C -5

/1

/2

3:

P

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EF

FR

Y.

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LA

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4.

1s

LM

S T ec h)

SHEET

FEBRUARY 2019 FEBRUARY 2019

FEBRUARY 2019

FEBRUARY 2019 FEBRUARY 2019

FEBRUARY 2019

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

O R -C

-D

ET

S .d w g

C -6

/2

1/

:5

PM

J

EF

FR

Y.

O

R

LA

N D

O

4.

1s

LM

S T ec h)

SHEET

20 1 of2 03/13/2024WRK BID SET

21-3133 MARCH 2024

CITY OF PENDLETON

WELL 11-11B

AS SHOWN of 65

C-6

SHEET

DG

BB

WRK

STANDARD DETAILS

CIVIL

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

O R -C

-D

ET

S .d w g

C -7

/2

1/

:5

PM

J

EF

FR

Y.

O

R

LA

N D

O

4.

1s

LM

S T ec h)

SHEET

20 1 of2 03/13/2024WRK BID SET

NOTES:

1. FOR TEMPORARY BLOW-OFFS, CONTRACTOR TO PROVIDE TEMPORARY THRUST

RESTRAINT AS REQUIRED.

2. SEE SPECIFICATIONS REGARDING DISPOSAL/DECHLORINATION FOR

SUPERCHLORINATED WATER.

3. PROVIDE LARGER BLOW-OFF PIPING MATERIALS AT CONTRACTOR OPTION.

4. FOR CONCRETE CYLINDER PIPE OR STEEL PIPE, PROVIDE SIMILAR ASSEMBLY AT

TEST HEADS.

5. PROVIDE PIPING TO ACHIEVE 2.5 FTS IN WATERMAIN FOR FLUSHING,

2" MINIMUM.

SCALE: NTS

TEMPORARY BLOW-OFF ASSEMBLY 2

WATERMAIN

ELBOW & HOSE FTG AS REQ'D

AWWA GV W/ OPERATING NUT

COLLAR TB W/ REINF &

PIPE CLAMPS AS REQ'D,

SEE NOTE 1

GALV ELBOW

GALV STL PIPE

MJ CAP W/ IPS

TAP W/ RETAINER GLAND

SCALE: NTS

INSULATED FLANGE JOINT DETAIL 1

INSUL SLV (LENGTH EQ TO 116" LESS THAN

INSIDE DIM BETW STL WASHERS)

INSUL WASHER

STL WASHER

INSUL GASKET

21-3133 MARCH 2024

CITY OF PENDLETON

WELL 11-11B

AS SHOWN of 65

C-7

SHEET

DG

BB

WRK

MISCELLANEOUS CIVIL DETAILS

CIVIL

SCALE: NTS

PUMP-TO-WASTE DISCHARGE 3

C-4

12" ECC RUBBER CHECK

VAVEL, FL

GRADE BACK TO

EXIST GR 2H:1V, TYP

EXIST GR

APPROX 5 CY MIN CL 50

RIPRAP, 1'-6" THK MIN

M

IN

IE=1002.00

15' MIN SETBACK FROM PROPERTY LINE

NOTES:

1. ALL PIPE SHALL BE RESTRAINED.

2. GRADE ALL EXCAVATIONS BACK TO THE

EXISTING GRADE AS SHOWN, RESTORATION

SHALL BE IMPORTED STRUCTURAL FILL, TYPE

A1, 3/4"-0", 4" THICK.

SCALE: NTS

BUILDING FOUNDATION DETAIL 4

NOTES:

1. CONTRACTOR SHALL NOTIFY OWNER

AND ENGINEER, IF UNCONSOLIDATED FILL

IS ENCOUNTERED DURING EXCAVATION

AND SUBGRADE PREPARATION.

2. SEE SPECIFICATION 31 23 23 - FILL

FOR ADDITIONAL REQUIREMENTS FOR

SUBGRADE PREPARATION AND FILL

PLACEMENT.

WALL, STEM WALL,

FOOTING AND CONC

SLAB, PER STRUCT SHTS

IMPORTED STRUCTURAL

FILL, TYPE A1, 34"-0",

6" THK MIN

SURFACE RESTORATION,

PER PLAN, SEE SHT C-2

SUBSOIL, TYPE S2 FILL,

TYP.

BUILDING SUBGRADE,

SEE NOTES 1 AND 2

P/L

SECTIONPLAN

3' M

IN

12' MIN

EXTEND AS REQ'D

TO MEET GRADE

1 TYP

GRADE BACK TO

EXIST GR 2H:1V,

TYP

12" ECC RUBBER CHECK

VAVEL, FL

6" MIN

TYP.

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

O R -A

.d w g A -1

/1 /2

5:

P M

J

EF

FR

Y.

O R

LA

N D

O

4.

1s

LM

S T ec h)

SHEET

20 1 of2 03/13/2024WRK BID SET

CITY OF PENDLETON

WELL 11-11B

ARCHITECTURAL

WELL 11B

COVER SHEET

AS NOTED

A-101

15 65

WRK

TMB

DG

MARCH 202421-3133

DOOR SCHEDULE

NO. DOOR SIZE OPEN HARDWARE

FRAME

REMARKS

HEAD JAMB

1 3'-0"x7'-10" LHR GROUP 2 2" 2"

2 3'-0"x7'-10" RHR GROUP 2 2" 2" 3/4-HOUR FIRE-RATED DOOR.

3 4'-0"x7'-10" RHR GROUP 2 2" 2"

3/4-HOUR FIRE-RATED DOOR WITH FACTORY

INSTALLED 12" X 12" LOUVER. LOUVER TO HAVE A

SLOT INSIDE FOR CONTRACTOR/OR

FACTORY-PROVIDED SLIDING METAL PANEL TO SEAL

LOUVER. LABEL DOOR WITH 7.5" NFPA 704 12.5%

SODIUM HYPOCHLORITE FIRE DIAMOND.

4 3'-0"x7'-10" RHR GROUP 2 2" 2"

5 3'-0"x7'-10" LHR GROUP 2 2" 2"

6 8'-0"x8'-0" OVERHEAD NA - - CHAIN ON RIGHT

5'-0"x6'-0"

HATCH

NORTH/SOUTH NA MFR MFR

DOUBLE LEAF, ALUMINUM EQUIPMENT ROOF

HATCH

8 3'-0"X7'-10" RHR GROUP 1 2" 2"

1-1/2 HR MIN. FIRE-RATED DOOR WITH FACTORY

INSTALLED 10"x10" WINDOW. LABEL DOOR WITH

5" NFPA 704 12.5% SODIUM HYPOCHLORITE FIRE

DIAMOND.

MATERIAL FINISH SCHEDULE

ITEM MATERIAL COATING SYSTEM COLOR REMARKS

EXTERIOR WALLS CMU

SPLIT & SMOOTH FACE

CMU BLOCK, PER

ELEVATIONS

ROOFING METAL FACTORY COATING

TO BE SELECTED BY

OWNER

GUTTERS, FASCIA AND

STEEL

ARCHITECTURAL

FEATURES

METAL FACTORY COATING

TO BE SELECTED BY

OWNER

BLOCKOUT SOFFIT &

TRIM

METAL FACTORY COATING

TO BE SELECTED BY

OWNER

LOUVERS METAL COATING SYSTEM 101

TO BE SELECTED BY

OWNER

FACTORY PRIME

DOORS METAL COATING SYSTEM 101

TO BE SELECTED BY

OWNER

FACTORY PRIME

PUMP AND ELECTRICAL

ROOM INTERIOR

WALLS

CMU COATING SYSTEM 302

TO BE SELECTED BY

OWNER

CHLORINE ROOM

INTERIOR WALLS

CMU POLYMER PANELING WHITE

PUMP, ELECTRICAL,

AND CHLORINE ROOM

INTERIOR CEILING

GYPSUM COATING SYSTEM 304 WHITE

CONCRETE FLOORS CONC.

EXPOSED METALLIC

PIPING

DUCTILE IRON COATING SYSTEM 101

TO BE SELECTED BY

OWNER

EXPOSED PVC PIPING PVC COATING SYSTEM 104

TO BE SELECTED BY

OWNER

ZONING CODE INFORMATION

M-2 HEAVY INDUSTRIAL

BUILDING CODE INFORMATION

APPLICABLE CODES

2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC)

2021 OREGON ENERGY EFFICIENCY CODE (OEESC)

2021 OREGON ELECTRICAL SPECIALTY CODE (OESC)

HEIGHTS AND AREAS PERMISSIBLE OSSC

FOR F-1/H-4 OCCUPANCY, TYPE VB CONSTRUCTION, NON-SPRINKLERED

PER TABLE 504.3, 40-FT HEIGHT

PER TABLE 504.4, 1-STORY ALLOWED

PER TABLE 506.2, 6,500 SQFT

PER TABLE 601, FIRE RESISTANCE RATING 0 HOURS

BUILDING SUMMARY

FIRE PROTECTION AND LIFE SAFETY SYSTEM

OCCUPANT LOAD

THERMAL ENVELOP AND OEESC

SEMIHEATED SPACE (HEATING OUTPUT >3.4 BTU/H-FT2 BUT <12 BTU/H-FT2)

ROOF INSULATION ENTIRELY ABOVE DECK R-15 REQUIRED, PROVIDING R-24

WALLS ABOVE GRADE MASS R-5.7C.I. REQUIRED, PROVIDING 8-INCH CMU W/ UNREINFORCED

CELLS INSULATED RU 6.62 TO 5.32 PER ASHRAE 90.1-2019, TABLE A3.1-3

SLAB ON GRADE UNHEATED INSULATION NOT REQUIRED

ENTRANCE DOORS: MAX U 0.77

BULDING OVERALL

DIMENSIONS

GROSS

AREA OCCUPANCY CONSTRUCTION

TYPE HEIGHT STORIES

WELL 11B 3'-4" x 25'-4" 794 SF F-1/H-4 VB 18 FT 1

SPACE/ROOM OCC.

CLASS

REQUIREMENT PROVIDED SYSTEM

PUMP ROOM F-1 NA NA

ELECTRICAL ROOM F-1 NA NA

SODIUM HYPOCHLORITE

ROOM H-4 VARIES

2HR MIN. FIRE-RATED INT. WALLS/CEILING, OSSC TABLE 706.4

1-1/2HR MIN. FIRE-RATED DOOR, OSSC TABLE 716.1(2)

1-HR FIRE-RATED DOORS/WALLS AT WALLS INTERSECTING FIRE

WALLS, OSSC 706.5.1

SPACE/ROOM OCC.

CLASS SF/OCC. AREA OCCS.

PUMP ROOM F-1 300 480 2

ELECTRICAL ROOM F-1 300 128 1

SODIUM HYPOCHLORITE

ROOM H-4 300 90 1

EXIT TRAVEL DISTANCE

26'

EXIT TRAVEL DISTANCE

12'

EXIT TRAVEL DISTANCE

15'

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

O R -A

.d w g A -1

/1 /2

5:

P M

J

EF

FR

Y.

O R

LA

N D

O

4.

1s

LM

S T ec h)

SHEET

20 1 of2 03/13/2024WRK BID SET

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:I:

\B

O I_

Pr oj ec ts

\2 1\

P en dl et on

W el l 1

1\ C A D

\S he et s\

-3

3-

O R -A

.d w g A -1

/1 /2

5:

P M

J

EF

FR

Y.

O R

LA

N D

O

4.

1s

LM

S T ec h)

SHEET

20 1 of2 03/13/2024WRK BID SET

CITY OF PENDLETON

WELL 11-11B

ARCHITECTURAL

WELL 11B

FLOOR PLAN

AS NOTED

A-102

16 65

WRK

TMB

DG

MARCH 202421-3133

ELECTRICAL

ROOM

SODIUM

HYPOCHLORITE

ROOM

31'-4"

NOTES:

1. SEE DOOR SCHEDULE ON SHEET A-101 FOR

ADDITIONAL DOOR INFORMATION.

2. ALL CMU CELLS NOT REQUIRED BY THE STRUCTURAL

DRAWINGS TO BE GROUTED SHALL BE FILLED WITH

FOAM INSULATION.

3. SOLAR TUBE LOCATION SHALL BE ADJUSTED AS

REQUIRED TO FIT WITHIN ROOF RAFTERS AND

CEILING JOISTS. ANNULAR SPACE BETWEEN

SOLARTUBE AND CEILING SHALL BE SEALED WITH

FIRE-RATED SEALANT MEETING OR EXCEEDING

THE FIRE-RESISTANCE RATING OF THE CEILING

SECTION.

4. FIRE SUPPRESSION SYSTEM SHOWN AS

SCHEMATIC, CONTRACTOR SHALL PROVIDE

FUNCTIONING SYSTEM PER SPECIFICATIONS. NOT

ALL FIRE SUPPRESSION SYSTEM COMPONENTS

SHOWN, CONTRACTOR SHALL COORDINATE

PLACEMENT OF SYSTEM COMPONENTS WITH

OTHER DISCIPLINES.

SCALE: NTS

2HR RATED CEILING SECTION

FRAMING PER…