A.01.13_HCR_OSPS_FOR_INFORMATION_ONLY_DRAWINGSADVERTISE.pdf

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DRAWING INDEX:

G-002

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HLP-1.101-0/2

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DETAIL

1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

A

S2

SECTION

LEGEND:

S27

DENOTES NEW CONCRETE

DENOTES STEEL

DENOTES GROUT

3. MATERIAL PATTERNS SHALL BE AS SHOWN BELOW:

DENOTES NEW ASPHALT PAVEMENT

DENOTES NEW GRAVEL SURFACE

DENOTES NEW RIPRAP SURFACE

THE FOLLOWING ABBREVIATIONS MAY BE USED IN THIS VOLUME:

L

EMBANKMENT.

A MINIMUM CLEARANCE OF FIVE FEET FROM THE TOP OF THE TAILRACE

TRENCH FOR THE CMP OUTFALL PIPE, ALL EXCAVATION SHALL MAINTAIN

EM-385 TRENCH SAFETY GUIDELINES. WITH THE EXCEPTION OF THE

SLOPED OR SHORED. EXCAVATION SLOPES SHALL FOLLOW OSHA AND

3.1 EXCAVATION FOR VAULTS, STRUCTURES, AND PIPE TRENCHES MAY BE

EXCAVATION3.

OF ASTM C33. CLASS DESIGNATIONS 4M OR BETTER.

2.1 AGGREGATES SHALL MEET THE QUALITY AND GRADING REQUIREMENTS

CONCRETE2.

OTHERWISE ON DRAWINGS.

THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED 1.3

HILLS CREEK TOSPS PROJECT FOUND ON THE "C" SERIES DRAWINGS.

THESE STRUCTURAL NOTES COVER ALL FEATURES OF THE 1.2

ELEVATION DATUM IS NGVD 29-471.1

1. SCOPE

W/

VAR

ODOT

TYP

SQ FT

STD

PVC

PPM

P

NTS

MIN

MAX

LLV

LF

LBS

IN

IE

GPM

FT

DRG

DIA

DI PIPE

CONT

CMP PIPE

CLR

BPA

API

SHEET AS IT WAS TAKEN

APPEARS ON THE SAME

WHEN BLANK, SECTION

SHEET AS IT WAS TAKEN

APPEARS ON THE SAME

WHEN BLANK, DETAIL

WAS TAKEN

WHERE SECTION

SHEET NUMBER

APPEARS

WHICH SECTION

SHEET NUMBER ON

SYMBOL

IDENTIFICATION

SECTION

WAS TAKEN

WHERE DETAIL

SHEET NUMBER

APPEARS

WHICH DETAIL

SHEET NUMBER ON

SYMBOL

IDENTIFICATION

DETAIL

GENERAL NOTES:

DENOTES CONTROLLED LOW STRENGTH MATERIAL

C-07-1.101-011-HLP-C

C-07-1.101-010-HLP-C

C-07-1.101-009-HLP-C

C-07-1.101-008-HLP-C

C-07-1.101-007-HLP-C

C-07-1.101-006-HLP-C

C-07-1.101-005-HLP-C

C-07-1.101-004-HLP-C

C-07-1.101-003-HLP-C

C-07-1.101-002-HLP-C

C-07-1.101-001-HLP-C

G-00-1.101-003-HLP-C

G-00-1.101-002-HLP-C

G-00-1.101-001-HLP-C

C

IV

IL

N

O T

E S L E

G E

N D

E-002

E-001

M-004

M-003

M-002

M-001

C-011

C-010

C-009

C-008

C-007

C-006

C-005

C-004

C-003

C-002

C-001

G-003

G-002

G-001

M-08-1.101-004-HLP-C

M-08-1.101-003-HLP-C

M-08-1.101-002-HLP-C

M-08-1.101-001-HLP-C

E-06-1.101-002-HLP-C

E-06-1.101-001-HLP-C

GENERAL

CIVIL

MECHANICAL

ELECTRICAL

VAULT

MANHOLE

12" CMP

12" DI PIPE

CONDUIT

SANITARY SEWER

STORM SEWER

GROUNDING GRID

CIVIL LEGEND:

DRAINAGE PUMP CONTROL DIAGRAM 1002

POWER PLANS AND ONE-LINE DIAGRAM

MECHANICAL DETAILS

MECHANICAL PLANS, SECTIONS, AND DETAILS

MECHANICAL PIPING PLANS

DEMOLITION PLAN AND SECTION

EROSION CONTROL AND DEWATERING PLAN

PIPE TRENCHES AND BEDDING DETAIL

TRANSFORMER OIL SPILL PREVENTION SYSTEM

TYPE 3 CATCH BASIN AND CANAL GATE

VAULT LADDER AND MANHOLE DETAIL

COALESCING PLATE OIL-WATER SEPARATOR

GRAVITY OIL-WATER SEPARATOR (API STYLE)

PIPE PROFILE

EXCAVATION AND PAVEMENT REPAIR PLAN

PROPOSED SITE PLAN

EXISTING CONDITION SITE PLAN

MECHANICAL & ELECTRICAL LEGEND, AND ABBREVIATIONS

CIVIL NOTES, LEGEND, ABBREVIATIONS, AND DRAWING INDEX

VICINITY MAP, PROJECT PLAN

ANGLE STEEL

WITH

VARIES

OREGON DEPARTMENT OF TRANSPORTATION

TYPICAL

SQUARE FEET

STANDARD

POLYVINYL CHLORIDE

PARTS PER MILLION

PLATE STEEL

NOT TO SCALE

MINIMUM

MAXIMUM

LONG LEG VERTICAL

LINEAR FEET

POUNDS

INCH

INVERT ELEVATION

GALLON PER MINUTE

FEET

DRAWING

DIAMETER

DUCTILE IRON PIPE

CONTINUOUS

CORUGATED METAL PIPE

CLEARANCE

BONEVILLE POWER ADMINISTRATION

AMERICAN PETROLEUM INSTITUTE

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SHEET NAME: $SHEETN$BY USERNAME: jwilkesDATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

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R of Engineers

US Army Corps

PORTLAND DISTRICT

D A

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DRAWING PLOT SIZE: $BORDER$

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Sheet of

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G-003

T

HLP-1.101-0/3

X

F F

FF

PIPING & VALVE SYMBOLOGY

CONTROL DAMPER

WYE/LATERAL

BALL VALVE

CHECK VALVE

GATE VALVE

PRESSURE REDUCING VALVE

AIR RELIEF / VACUUM VALVE

A = AIR RELIEF

V = VACUUM

BALL CHECK VALVE

WALL SLEEVE

TEE

UNION

WYE-STRAINER

FLEXIBLE HOSE OR TUBING

FLEXIBLE PIPING CONNECTION

LINE SIZE CHANGE (REDUCER)

LINE TURNING DOWN

LINE TURNING UP

PRESSURE GAGE (W/COCK)

QUICK DISCONNECT

CAM & GROOVE COUPLING

CAP or PLUG

PIPE BREAK

MISCELLANEOUS

REDUCED PRESSURE SIDE

BUTTERFLY VALVE / (WAFER)

PIPE IN SECTION

FLEXIBLE CONNECTION

BLIND FLANGE

FLANGED JOINT

MECHANICAL JOINT

MECHANICAL OR PUSH JOINT

MECHANICAL COUPLING

THRUST ANCHORS

WHERE SHOWN

FLANGED COUPLING ADAPTER

GROOVED COUPLING

FLEXIBLE CONNECTION

WHERE SHOWN

GROOVED FLANGE COUPLING

GROOVED CAP

SUPPLY AIR PRESSURE: 100 PSI

AIR CONSUMPTION: 25 SCFM

PUMP TYPE: AIR OPERATED TRANSFER PUMP

DESIGN TDH: 46 FT

DESIGN FLOW: 60 GPM

NUMBER OF PUMPS: 1

DRAINAGE PUMP

VALVES

PIPING

ORSV

OR OR

ETM

HP7 1/2

OL

J

3P

20A

X

3P

80AT

100AF

x

OR

OR

V

CS

JOR

PLC PROGRAMABLE LOGIC CONTROLLER

JUNCTION BOXJB

VOLT

VOLT - ALTERNATING CURRENT

V

VAC

NEUTRAL

A, AMP

AC

AMPS, AMPERES

ALTERNATING CURRENT

C

CB

CR CONTROL RELAY

CIRCUIT BREAKER

DC DIRECT CURRENT

N, NEU

G, GND GROUND

HP HORSEPOWER

HZ HERTZ

LOCAL CONTROL PANELLCP

CS CONTROL STATION

ELECTRICAL SYMBOLOGIES

(RATING PER CONNECTED LOAD)

MCP - MOTOR CIRCUIT PROTECTOR

LVP - LOW VOLTAGE POWER

ICCB - INSULATED CASE

MCCB - MOLDED CASE

TYPES:

X INDICATES TYPE.

WHEN SPECIFIC TYPE IS REQUIRED,

RATINGS AND NO. OF POLES AS SHOWN.

LOW VOLTAGE CIRCUIT BREAKER (CB).

AS NOTED

FUSE, SIZE AND NUMBER OF FUSES

AND NUMBER OF POLES AS NOTED

NON-FUSED SWITCH, CURRENT RATING

THERMAL OVERLOAD RELAY CONTACT

OTHERWISE NOTED

30A, 3P, NON-FUSED UNLESS

DISCONNECT OR SAFETY SWITCH,

(WHEN INDICATED)

MOTOR WITH DESIGN HORSEPOWER

TRANSFORMER

DELTA CONNECTION

3 PHASE, 3 WIRE

GROUNDED WYE CONNECTION

3 PHASE, 4 WIRE

WHERE NOTED)

ELAPSED TIME METER (RESETABLE

GROUND

ELECTRICAL CONNECTION

NO ELECTRICAL CONNECTION

SOLENOID VALVE

CONTROL STATION

ACTUATED VALVE

WITH ASSOCIATED EQUIPMENT

CONTROL PANEL INTEGRAL OR PROVIDED

EQUIPMENT

OR PROVIDED WITH ASSOCIATED

DISCONNECT SWITCH INTEGRAL

CONTROL PANEL WITH

JUNCTION OR PULL BOX

CONDUIT TURNING UP

CONDUIT TURNING DOWN

IN 3/4"C UNLESS OTHERWISE NOTED

HOME RUN TO PANEL, 2 #12, 1 #12G

HOMERUN FOR THE CIRCUIT

SHALL BE THE SAME AS THE

CONDUIT AND CONDUCTOR SIZES

ARCHITECTURALLY FINISHED AREAS.

FINISHED AREAS, CONCEALED IN

EXPOSED IN NON-ARCHITECTURALLY

CIRCUIT RUN BETWEEN DEVICES

ELECTRICAL SYMBOLOGIES (CONT)

[A], [B], [C], ...

CONDUIT STUBBED OUT AND CAPPED

CIRCUIT CONTINUATION

GROUND CABLE

DRAWING ON WHICH IT APPEARS

IDENTIFICATION CALLOUT FOR THE

CIRCUIT CALLOUT AND CONDUIT

INDICATED.

CONDUITS, EACH WITH CONDUCTORS

KCMIL, 1#1/0G] INDICATES TWO

SIZE AND QUANTITY. 2-[3"C, 3-250

INDICATES CONDUIT SIZE, CONDUCTOR

CIRCUIT CALLOUT: [1"C, 3#8, 1#10G]

THE CIRCUIT.

BE THE SAME AS THE HOMERUN FOR

CONDUIT AND CONDUCTOR SIZES SHALL

FINISHED AREAS OR UNDER FLOOR SLAB.

CONCEALED IN NON-ARCHITECTURALLY

CONDUIT RUN BETWEEN DEVICES

DESIGN CRITERIA

1.

2.

3.

4.

5.

6.

7.

STAINLESS STEEL

ABBREVIATIONS

CL

COMP.

CONC

DI

DIA

EL

EXIST

GALVS

MAX

MIN

OC

PG

SST

TYP

CENTERLINE

COMPRESSED

CONCRETE

DUCTILE IRON

DIAMETER

ELEVATION

EXISTING

GALZANIZED STEEL

MAXIMUM

MINIMUM

ON CENTER

PRESSURE GAGE

TYPICAL

K R

IS

T I N

K R

IS

T I N

PROPOSED CHANGES BEFORE THEY ARE MADE.

ENGINEER IN WRITING AND THE ENGINEER SHALL APPROVE

EQUIPMENT, THE CONTRACTOR SHALL NOTIFY THE

EQUIPMENT SHOWN ON THE DRAWINGS AND OTHER

IN THE EVENT OF INTERFERENCE BETWEEN ELECTRICAL

IN CONDUIT.

NO. 12, ONE NO. 12 GROUND CONDUCTORS IN A 3/4

ALL UNMARKED CONDUIT RUNS SHALL CONSIST OF TWO

REFER TO CONTEXT OF EACH DRAWING FOR USAGE.

IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK.

EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED

SCREENING OR SHADING OF WORK IS USED TO INDICATE

FOR THE BRANCH CIRCUIT.

CONDUCTOR SIZES SHALL BE THE SAME AS THE HOMERUN

CONDUITS AND CONDUCTORS REQUIRED. CONDUIT AND

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL

WHEN BRANCH CIRCUITS ARE NOT SHOWN ON THE PLANS

LOCATION OF DEVICES WITH THE MECHANICAL DRAWINGS.

REQUIRED FOR EQUIPMENT FURNISHED. COORDINATE

SHOWN ARE APPROXIMATE, EXACT ROUTINGS SHALL BE AS

CONDUIT ROUTINGS AND STUB-UP LOCATIONS THAT ARE

SPECIFICATIONS FOR CONDUIT INSTALLATION REQUIREMENTS.

WITH EQUIPMENT OR STRUCTURAL CONDITIONS. SEE

SHALL BE INSTALLED IN A MANNER TO PREVENT CONFLICTS

CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY AND

EXPENSE.

OF THE ENGINEER AND AT THE CONTRACTOR'S OWN

CONFIGURATION AS SUPPLIED SUBJECT TO THE APPROVAL

NEEDED TO FIT THE EQUIPMENT SIZE AND/OR

ADDITIONAL RACEWAY DEVICES, FITTINGS, BOXES, ETC.,

MINIMUM WHAT IS SHOWN ON THE DRAWINGS, AND PROVIDE

FOR THE COMPLETE RACEWAY SYSTEM. PROVIDE AS A

DIMENSIONED. THE CONTRACTOR SHALL BE RESPONSIBLE

DEVICES, AND RACEWAY, UNLESS SPECIFICALLY

SHOW ONLY GENERAL LOCATIONS OF EQUIPMENT,

ELECTRICAL PLAN DRAWINGS ARE DIAGRAMMATIC AND

NOT ON THE PLANS.

OR ABBREVIATIONS MAY APPEAR ON THIS DRAWING AND

THIS IS A STANDARD SYMBOLS SHEET. SOME SYMBOLS

CPT CONTROL POWER TRANSFORMER

CONDUIT

GENERAL NOTES AND SYMBOLOGY

EXISTING

PROPOSED NEW WORK

EQUIPMENT AND/OR MATERIAL TO BE REMOVED

M E

C H

A N

IC

A L A

N D E

L E

C T

R

IC

A L L

E G

E N

D

A N

D A

B B

R E

V

IA

T

IO

N S

DIRECTION OF FLOW

WITHW/

VIF VERIFY IN FIELD

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SHEET NAME: $SHEETN$BY USERNAME: jwilkesDATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

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US Army Corps

PORTLAND DISTRICT

D A

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Sheet Number:

Sheet of

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P A

W/

VAR.

ODOT

TYP.

STD.

PVC

PPM

PL

NTS

MIN.

MAX.

LF

LBS.

IN.

IE

GPM

FT

DRG.

DIA.

DI PIPE

CMP PIPE

BPA

API

WITH

VARIES

OREGON DEPARTMENT OF TRANSPORTATION

TYPICAL

STANDARD

POLYVINYL CHLORIDE

PARTS PER MILLION

PLATE

NOT TO SCALE

MINIMUM

MAXIMUM

LINEAR FEET

POUNDS

INCH

INVERT ELEVATION

GALLON PER MINUTE

FEET

DRAWING

DIAMETER

DUCTILE IRON PIPE

CORUGATED METAL PIPE

BONEVILLE POWER ADMINISTRATION

AMERICAN PETROLEUM INSTITUTE

DRAWING INDEX:

G-002

T

HLP-1.111-0/2

GENERAL

CIVIL

G E

N E

R A

L N

O T

E S L E

G E

N D

A B

B R

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IA

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N S A

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S3

DETAIL

1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

SYMBOL

IDENTIFICATION

DETAIL

APPEARS

WHICH DETAIL

SHEET NUMBER ON

WAS TAKEN

WHERE DETAIL

SHEET NUMBER

SHEET AS IT WAS TAKEN

APPEARS ON THE SAME

WHEN BLANK, DETAIL

A

S2

SYMBOL

IDENTIFICATION

SECTION

SHEET AS IT WAS TAKEN

APPEARS ON THE SAME

WHEN BLANK, SECTION

WAS TAKEN

WHERE SECTION

SHEET NUMBER

APPEARS

WHICH SECTION

SHEET NUMBER ON

SECTION

LEGEND:

S27

E-06-1.111-001-HLP-C

G-00-1.111-002-HLP-C

G-00-1.111-001-HLP-C

E-001

G-002

G-001

ELECTRICAL DETAILS

GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

VICINITY MAP, PROJECT PLAN

THE FOLLOWING ABBREVIATIONS MAY BE USED IN THIS VOLUME:GENERAL STRUCTURAL NOTES:

OTHERWISE ON DRAWINGS.

1.3 THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED

PRV PROJECT FOUND ON THE "E" SERIES DRAWINGS.

1.2 THESE NOTES COVER ALL FEATURES OF THE HILLS CREEK

1.1 ELEVATION DATUM IS NGVD 29-47.

1. SCOPE

.1

H L

P

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B L

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US Army Corps

PORTLAND DISTRICT

D A

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DRAWING PLOT SIZE: $BORDER$

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Drawing Number

Sheet Number:

Sheet of

E S

S U

R E R

E L

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F V

A L

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N -1

-R -0

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P O

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5 20

40'0 20'

C-002

HLP-1.101-7/2

RIPRAP APRON AND OUTFALL, SEE

C-009

C-005

C-006

C-008

C-008

C-009

C-008

C-008

DOWNSTREAM MANHOLE SEE

C-007

C-007

EXISTING SEEPAGE COLLECTION WALL

CORRECT THE CONFLICT AT NO COST TO THE UNITED STATES ARMY CORPS OF ENGINEERS.

A KNOWN UTILITY THAT INTERFERES WITH THE PROPOSED WORK, THE CONTRACTOR SHALL

TO CAUSE CONFLICT PRIOR TO COMMENCING CONSTRUCTION. IF CONTRACTOR FAILS TO LOCATE

THE CONTRACTOR IS TO VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES LIKELY

ENGINEERS DOES NOT GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.

FROM AVAILABLE RECORDS AND OR FIELD SURVEYS. THE UNITED STATES ARMY CORPS OF

THE LOCATION AND DESCRIPTION OF THE EXISTING UTILITIES SHOWN ON THE PLANS ARE COMPILED

AT LEAST TWO BUSINESS DAYS BEFORE COMMENCING ANY EXCAVATION OR DIGGING.

THESE RULES. ADDITIONALLY, THE ONE CALL CENTER MUST BE CONTACTED AT 800-332-2344

THE ONE CALL CENTER MUST BE CONTACTED IF THERE ARE ANY QUESTIONS REGARDING

RULES MAY BE OBTAINED BY CALLING THE ONE CALL CENTER AT 877-668-4001.

SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. A COPY OF THESE

OREGON LAW REQUIRES ALL PROJECTS REQUIRING EXCAVATION TO FOLLOW RULES

2.

1.

NOTES:

C 1.

1-

H L P

C

B L

A

A F F

P E

UPSTREAM MANHOLE, SEE

INLET - ODOT TYPE 3 WITH GRATE, SEE

8" FLOOR DRAIN

NEW CONTAINMENT CURB, GASKET, AND CHILLING SUMP LEVELING SEE

12" DI PIPE

STEEL COVER PLATE

OIL/WATER SEPARATOR, SEE

COALESCING PLATE

SEPARATOR (API STYLE), SEE

GRAVITY OIL/WATER

12" DI PIPE

CONTROL 1249.99

AS-BUILT SURVEY

4" DI PIPE

TO AVOID VAULTS

GRID RELOCATED

GROUND CONDUCTOR

PUMP DISCHARGE

44LF-3" DI DRAINAGE

4' DOOR

AS-CONSTRUCTED

CONTRACT # W9127N-11-R-0022

12" CMP

12" DI PIPE

12" DI PIPE

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PORTLAND DISTRICT

D A

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DRAWING PLOT SIZE: $BORDER$

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DRAWING NUMBER

SHEET NUMBER:

A

S -B

U

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T -1 -2

SHEET OF

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C-003

HLP-1.101-7/3

20'0 10'

EMBANKMENT

TAILRACE

TOP OF

END OF OUTFALL PIPE

BACKFILL

LOW STRENGTH MATERIAL

EXTENTS OF CONTROLLED

SEEPAGE WALL

WITHIN SWITCHYARD, SEE

FOR SURFACING

SURFACE TREATMENT

REPAIRED WITH BITUMINOUS

EXCAVATED AREA TO BE

AND COMPACTED TO 95% LABORATORY MAXIMUM DENSITY.

CLASS B BACKFILL TO BE PLACED IN 18" MAX LIFTS

NOTE:

MANHOLE

CLASSIFIED EXCAVATION

AND BACKFILL, SEE

MANHOLE EXCAVATION

PIPING TRENCH AND

C-010

C-010

C-010

TO MATCH EXISTING

SURFACE TREATMENT

REPAIRED WITH BITUMINOUS

EXCAVATED AREA TO BE

C-010

AND BACKFILL SEE

EXCAVATION

PIPING TRENCH

TO 12" ABOVE TOP OF PIPE

LOW STRENGTH MATERIAL

BACKFILL WITH CONTROLLED

C .1

H L

P

C

B L

A

A F

F

P E

SLAB EXTENSION

ACCOMMODATE

RELOCATED TO

CB AND MANHOLE

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PORTLAND DISTRICT

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DRAWING PLOT SIZE: $BORDER$

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Drawing Number

Sheet Number:

Sheet of

N -1

-R -0

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PIPE PROFILE

IE 1242.31

IE 1244.73

IE 1244.93

IE 1245.00 IE 1245.20

COALESCING PLATE OIL/WATER SEPARATOR

GRAVITY OIL/WATER SEPARATOR (API STYLE)

48" MANHOLE

4" DI PIPE

8" FLOOR DRAIN

48" MANHOLE

26 LF 12" CMP

TO FIELD VERIFY ANGLE

ELBOW, CONTRACTOR

EXISTING SEEPAGE WALL

1.0% SLOPE

40 LF 12" CMP

REROUTED I F NECESSARY

CONFLICTING CONDUIT TO BE

TO BE REROUTED I F NECESSARY

CONFLICTING GROUNDING GRID

ELEV 1250.00

TOP OF GRATE

C-004

HLP-1.101-7/4

RIPRAP APRON, SEE

C-009

C-009

IE 1233.00 (APPROXIMATE)

SEE NOTE 2

1249.07

RIM ELEVATION

UPON GOVERNMENT APPROVAL

ABANDONED OR REROUTED

CONFLICTING PIPE TO BE

FIELD VERIFIED

SEE NOTE 1

IE 1238.73

SEE NOTE 1

IE 1239.26

ASPHALT CONCRETE

FINISHED GRADE

LOW STRENGTH MATERIAL

BACKFILL WITH CONTROLLED

SEE NOTE 2

1249.74

RIM ELEVATION

SEE NOTE 2

1249.54

RIM ELEVATION

SEE NOTE 2

1249.39

RIM ELEVATION

UPON GOVERNMENT APPROVAL

TO BE ABANDONED OR REROUTED

FIELD VERIFIED CONFLICTING PIPE

DRAINAGE PUMP IE 1246.00

3" DISCHARGE FROM

ALIGNMENT PRIOR TO ORDERING STRUCTURES AND MATERIALS.

TO VERIFY EXISTING GROUND ELEVATIONS ALONG

2. RIM ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

SHOWN ON SHEETS C-005 AND C-006.

1. INVERTS VALID ONLY FOR SPECIFIED VAULT MODELS

NOTES:

CATCH BASIN

10'0 5'

20'0 10'

VER: 1" = 5'

HOR: 1" = 10'

C .1

H L

P

C

B L

A

A F

F

P E

3.5 LF 12" DI PIPE 1% SLOPE

USE FLEXIBLE PIPE COUPLINGS

6.33' CLEARANCE BETWEEN VAULTS, 12" DI PIPE 1% SLOPE

0.3 % SLOPE

12 LF 12" DI PIPE

1249.99

SURVEY HUB

SPILLWAY

CONCRETE

0.3% SLOPE

81 LF 12" DI PIPE

SEE NOTE 1

IE 1243.74SEE NOTE 1

IE 1243.34SEE NOTE 1

IE 1243.09

IE 1242.37

IE 1243.49

SEE NOTE 1

IE 1242.74

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PORTLAND DISTRICT

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Drawing Number

Sheet Number:

Sheet of

N -1

-R -0

2001901801701601501401301201101009080706050403020100 210 220 230 240 250

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C-005

HLP-1.101-7/5

C .1

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Sheet of

N -1

-R -0

9'-1"

16'-11"

6'-5"

8'-6"

4"

SEDIMENT WEIR

FLOW DIFFUSER BAFFLE

8'-2"

CASTINGS NOT SHOWN

C K

25"

OIL RETAINING BAFFLE (4) - 8-TON LIFT ANCHORS

SEDIMENT WEIR

FLOW DIFFUSER BAFFLE

OIL RETAINING BAFFLE

16'-11"

"2

16'-1

"4

3'-9

NOTE:

(2 EACH WALL)

2-TON LIFT ANCHOR

W/SAMPLING TEE

OUTLET PIPE

12" PVC

W/TEE

INLET PIPE

12" PVC

W/SAMPLING TEE

OUTLET PIPE

12" PVC (2 EACH WALL)

2-TON LIFT ANCHOR

W/TEE

INLET PIPE

12" PVC

PLAN VIEW

FOOTING

ANTI-BUOYANCY

CAST IN PLACE

MISCELLANEOUS

GRAVITY OIL-WATER SEPARATOR (API STYLE)

BAFFLES AND WEIR TO BE PRECAST CONCRETE

INLET

FROM

INFLOW

RISERS AS REQUIRED

PLATE SEPARATOR

COALESCING

OUTFLOW TO

2 FEET

FEET

ANTI-BUOYANCY FOOTING

FOR POUR IN PLACE

IN EXTERIOR OF VAULT BASE

THREADED INSERTS CAST

(2 EACH END)

8-TON LIFT IRON

SECTION

SEE

C-007

C-007

C-007

1'

B

(4 PLACES IN TOP)

8-TON LIFT ANCHOR

OLDCASTLE PRECAST 816-SA OR APPROVED EQUAL 5000 GALLON UNIT

W A

T

P T

H

B

B

ANTI-BUOYANCY FOOTING

CAST IN PLACE

12" MIN. BASE ROCK

HS-20 LOAD RATED HATCHES 8'-4" "4

3'-2

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C-006

HLP-1.101-7/6

C .1

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Drawing Number

Sheet Number:

Sheet of

N -1

-R -0

9' -1

16'-11"

6'-5"

8'-2"

6"

8'-8"

25"

16'-11"

"2

16'-1

4'-8"

12" PVC OUTLET PIPE

W/SAMPLING TEE

REQUIRED

RISERS AS

(2 EACH END)

8-TON LIFT ANCHOR

2. STATIC WATER DEPTH = 4'-0"

1. BAFFLE AND WEIR TO BE PRECAST CONCRETE

NOTES:

W/TEE

12" PVC INLET PIPE

SEDIMENT WEIR

COALESCING MEDIA

8-TON LIFT ANCHOR

(2 EACH END)

FOOTING

ANTI-BUOYANCY

CAST IN PLACE

MISCELLANEOUS

LIFT ANCHORS

(4) - 8-TON

OIL RETAINING BAFFLE

COALESCING PLATES

SEDIMENT WEIR

(2 EACH WALL)

2-TON LIFT ANCHOR

OIL RETAINING BAFFLE

(4 PLACES IN TOP)

8-TON LIFT ACHOR

W/SAMPLING TEE

12" PVC OUTLET PIPE

MAXIMUM PROCESS FLOW = 1,500 GPM

DESIGN FLOW RATE = 840 GPM

PROJECTED COALESCING PLATE AREA = 3,500 SQ FT

FOOTING

ANTI-BUOYANCY

CAST IN PLACE

MISCELLANEOUS

PLAN VIEW

COALESCING PLATE OIL-WATER SEPARATOR

FOR COALESCING PLATES

HOLD-DOWN

DOORS W/LOCKING LATCH

GALVANIZED DIAMOND PLATE

SPRING ASSISTED

W/TEE

12" PVC INLET PIPE

2 FEET

FEET

SEE

C SECTION

C C

C-007

C-007

C-007

OLDCASTLE PRECAST 816-3 CPS OR APPROVED EQUAL

BLOCKOUT

4'-2" x 6'-6"

HS-20 LOAD RATED HATCHES

ANTI-BUOYANCY FOOTING

CAST IN PLACE

ANTI-BUOYANCY FOOTING

FOR POUR IN PLACE

IN EXTERIOR OF VAULT BASE

THREADED INSERTS CAST

12" MIN. BASE ROCK

W a t e r e p t h

"2

4'-2

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8…"

FINISH GRADE

48"

6"

PRECAST ADJUSTMENT RINGS

RUBBER BOOT OR MANHOLE ADAPTER

USE COMMERCIALLY AVAILABLE

25" MIN

SPACING

12"

26" MAX

SIDE

FRONT

PLAN

HOLES FOR WEDGE ANCHORS

(2) -•" DIA x 2†" DEEP

HOLES DRILLED IN CONCRETE

2†" MINIMUM

2†" MINIMUM

BOLT AND NUT

BRACKETS ATTACHED W/ •" X 1•"

TO AVOID SPALLING.

DRILL IN CENTER OF CONCRETE

HOLES FOR WEDGE ANCHORS.

(2) - •" DIA x 2†" DEEP

HOLES DRILLED IN CONCRETE

MOUNTING BRACKETS

GALVANIZED

(2) - 8" LONG,

x 2" FLAT BAR

SIDE RAILS ARE Š"

ƒ" DIA x 12" RUNGS, WALL-MOUNT LADDER

LADDER INSTALLATION PROCEDURE:

MANHOLE NOTES:

MANHOLE BASE

HLP-1.101-7/7

C-007

16"

16"

RUBBER RING TO FORM A WATERTIGHT SEAL

SEALED WITH PREFORMED PLASTIC OR

FRAME AND ADJUSTMENT RINGS SHALL BE

RING TO FORM A WATERTIGHT SEAL

PREFORMED PLASTIC OR RUBBER

ALL JOINTS SHALL BE SEALED WITH

1 LADDER DETAIL

LADDER MOUNTING DETAIL, BOTTOM

2 LADDER MOUNTING DETAIL, TOP

MANHOLE STEPS DETAIL

8"

12"

12"

12"

12"

6"

12"

3"

PROVIDE MANHOLE STEPS, SEE

M

IN

48"

25" MIN

DOWNSTREAM MANHOLE DETAIL

5 UPSTREAM MANHOLE DETAIL

WASHERS

ANCHORS W/NUTS AND

(2) - 1/2" DIA THREADED

WASHERS

ANCHORS W/NUTS AND

(2) - 1/2" DIA THREADED

4. LADDER RUNG SPACING AND WALL OFFSET TO COMPLY WITH OSHA REGULATIONS.

3. ATTACH LADDER TO VAULT USING •" DIA ANCHORS PROVIDED.

2. USING CONCRETE DRILL BIT, DRILL •" DIA HOLES FOR A MINIMUM DEPTH OF 2†".

MARK LOCATION OF HOLES, (2) HOLES FOR BRACKET; (2) HOLES FOR STRINGERS.

1. LOCATE LADDER TO DESIRED LOCATION.

TO WALL-MOUNT LADDER.

RUNG OF LADDER, ATTACHED

EXTENDS 40" ABOVE TOP

1" DIA ALUMINUM TUBING

PULL-UP EXTENSION

NOTE 4)

(SEE GENERAL

18" MAX (TYP)

AND FRAME

STD COVER

FINISH GRADE

BASE ROCK

6" MIN

BASE ROCK

6" MIN

CONNECTION

GROUNDING

PROVIDE

NTS

NTS

NTS

NTS

NTS

NTS

8"

19"

DISCHARGE

DRAINAGE PUMP

3" INLET FROM

0.2'

RINGS

ADJUSTMENT

PRECAST

M-004

6. MANHOLE COVER SHALL BE H-20 LOAD RATED.

5. PRECAST SUPPLIER TO PROVIDE GROUNDING CONNECTION ON UPSTREAM MANHOLE COVER FRAME.

18" OF MANHOLE WALL.

4. ALL CONNECTING PIPES SHALL HAVE A FLEXIBLE, GASKETTED AND UNRESTRAINED JOINT WITHIN

3. STANDARD PRECAST MANHOLE SECTION DIAMETER SHALL BE 48".

2. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C478.

AND RUBBER BOOTS ALSO APPLY TO UPSTREAM MANHOLE.

1. ALL NOTES ON DOWNSTREAM MANHOLE REGARDING ADJUSTMENT RINGS, JOINTS, MANHOLE STEPS, C .1

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SHEET NAME: $SHEETN$BY USERNAME: jwilkesDATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

F

IL

E N

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

PORTLAND DISTRICT

D A

T E

DRAWING PLOT SIZE: $BORDER$

C O

R P

S O

F E

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IN

E E

R S

P O

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L A

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IS

T R

IC

T

O R

E G

O N

U .S

A R

M Y E

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IN

E E

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IS

T R

IC

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A N

S I D

O W

N

T R

A N

S F

O R

M E

R O

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S

P

IL

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ID

D L E F

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IV

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Drawing Number

Sheet Number:

Sheet of

N -1

-R -0

S

W

T H A

V E

N U

E S

T E

P O

R T

L A

N D

O R

-1

H D

R E

N G

IN

E E

R

IN

G

IN

P A

1"

V A

R

27•"

1„" 1‰"

OUTSIDE BARS

5‚"

INSIDE BARS

5•"

6"

NTS

4" DI PIPE

PARTS LIST

FRAME

COVER

WEDGE (RIGHT & LEFT)

WEDGE BOLTS

GUIDE RAIL

STEM SUPPORT

HEAD RAIL

HANDWHEEL

LIFT NUT

LIMIT NUT12

NTS

CANAL GATE DETAIL

CANAL

GATE 4"

4"

7"

REQUIRED

AS

14"

CONNECTION

PROVIDE GROUNDING

C-008

HLP-1.101-7/8

15‡"

10"

12"

3•"

24"

32"

1243.5'

1250.0'

12" DI PIPE

4" DI PIPE

32"

6'-0"

SEE NOTE 5

BOLT

PLAN VIEW DETAIL

9 SECTION

D

SECTION

E

PRECAST RISER DETAIL

TYPE 3 CATCH BASIN GRATE DETAIL

SEE NOTE 5

BOLT

SEE NOTE 5

BOLT

SEE NOTE 5

BOLT

GENERAL NOTES:

SEE

STEEL FRAME

CAST IN BASIN

PROVIDE

GROUNDING

CONNECTION

EXISTING

GROUND

GATE

C-10 CANAL

PRE-INSTALLED

12" DI PIPE STUBOUT

KNOCKOUT

FOR 4" DI PIPE

12" DI PIPE

STUBOUT

BELL END

STUBOUT W/

PRE-INSTALLED

L E

S L I M

ODOT TYPE 3 CATCH BASIN

2" MIN

CUT GRATE TO

ACCOMMODATE CANAL

GATE. ALL SHARP

EDGES SHALL BE

GROUND TO A ˆ"

MIN RADIUS.

A/R

1 EA

NO NAME QTY

4"

6'-0" 1"

MIN

4"

6"

12"

24"

2'

D

D

E E

6" MIN BASE ROCK

14"

GROUT PAD

1" THICK

T Y

P E C

A T

C H B

A S

IN

A N

D C

A N

A L G

A T

E

4" MIN

STAINLESS STEEL STEM

LOCKABLE LIFT COLLAR

COLLAR AND STAINLESS STEEL STEM.

CANAL GATE SHALL BE EQUIPED WITH PRE-DRILLED LOCKABLE LIFT

WASHERS, TORQUE TO MANUFACTURER SPECIFICATIONS.

CANAL GATE BOLTS SHALL BE •"x7" SS 304 UNC HEX BOLT W/

BEYOND INNER WALL OF STRUCTURE.

PRE-INSTALLED 12" DI PIPE STUBOUT TO EXTEND INTO CATCH BASIN 1"

BASIN GRATE FRAME AND CANAL GATE.

PRECAST SUPPLIER TO PROVIDE GROUNDING CONNECTION ON CATCH

PRECAST WALLS SHALL BE A MINIMUM OF 4" THICK.

CATCH BASIN & GRATE SHALL MEET H20 LOADING.

6.

5.

4.

3.

2.

1.

C .1

H L

P

C

B L

A

A F

F

P E

12" DI PIPE

GATE

C-10 CANAL

4" DI PIPE

SEE

BELL END

STUBOUT W/

PRE-INSTALLED

6" MIN BASE ROCK

S O

L

IC

IT

A T

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N N

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F

IL

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D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

S

E

D G

N

SHEET NAME: $SHEETN$BY USERNAME: jwilkesDATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

F

IL

E N

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

PORTLAND DISTRICT

D A

T E

DRAWING PLOT SIZE: $BORDER$

C O

R P

S O

F E

N G

IN

E E

R S

P O

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L A

N D D

IS

T R

IC

T

O R

E G

O N

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

A N

S I D

O W

N

T R

A N

S F

O R

M E

R O

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S

P

IL

L

P R

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Y S

T E

M

H

IL

L S C

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E K D

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ID

D L E F

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T E R

IV

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Drawing Number

Sheet Number:

Sheet of

N -1

-R -0

S

W

T H A

V E

N U

E S

T E

P O

R T

L A

N D

O R

-1

H D

R E

N G

IN

E E

R

IN

G

IN

P A

T R

A N

S F

O R

M E

R O

IL

S

P

IL

L

P R

E V

E N

T

IO

N S

Y S

T E

M

L

SEEPAGE WALL

TYP

3"

2'-6" TYP

SEEPAGE WALL

NTS

AND CHILLING SUMP WITH GROUT

FILL SPACE BETWEEN CATCH BASIN

TOP OF CONCRETE

12" CMP OUTFALL

RIPRAP APRON

CLASS 200 KEYED

CHILLING SUMP LEVELING DETAIL

NEW CONTAINMENT CURB AND

SEEPAGE WALL

NTS

NTS

NTS

NTS

NTS

NTS

SUMP

CHILLING

W A

L L

P O

W E

R H

O U

S E

CONTINUOUS SEAL

POWERHOUSE WALL TO FORM

WRAP GASKET UP 8" AGAINST

AND FUNCTIONAL

TO REMAIN OPEN

DRAINAGE TUBES

LLV8x6x‹

LLV8X6X‹

LLV8X6X‹

TO ACCOMMODATE ANGLE

CUT AND WELD STANCHION

AGAINST WALL FACE

WRAP GASKET

GASKET

‚" FLUORELASTOMER

1.5

2"

7"

MIN

4•"

LP 1/2x8x1'-0"

8'-0"

6'-0"

X

OF CONCRETE

FLUSH WITH OUTSIDE

CONTAINMENT CURB

2"

C-009

HLP-1.101-7/9

22'-0"

P O

W E

R H

O U

L L

6" 6"

LLV8X6X‹

EXISTING CHILLING SUMP

NTS

OPPOSITE SIDE

SEAL WELD

APRON

RIPRAP

(TYP)

OPPOSITE SIDE

SEAL WELD

LP …X18XCONT

NTS

CURB DETAIL

CATCH BASIN CONTAINMENT

LP …

NOTES:

LP …x18xCONT

12"

CLR

6'-0"

OUTFALL DETAIL

PIPE STANCHION BASE PLATE SECTION

F

CURB CORNER DETAIL

CHILLING SUMP CONTAINMENT

SEE NOTE 2

ANCHOR BOLT,

CONTAINMENT CURB DETAIL

CHILLING SUMP

PLAN VIEW DETAIL

CONTAINMENT CURB TERMINATION

F F

SEE NOTE 1

ANCHOR BOLT

PIPE STANCHION PLAN VIEW DETAIL

SEE NOTE 4 AND DETAILS

CURB WITH GASKET

ANGLE STEEL CONTAINMENT

16 CURB PLAN VIEW DETAIL

CATCH BASIN CONTAINMENT

SEE NOTE 3

BOLT,

SEE NOTE 1

ANCHOR BOLT,

SEE NOTE 2

BOLT,

SEE NOTE 4 AND DETAILS

PLATE STEEL CONTAINMENT CURB,

S

L I M

AND NOTE 5

AND STANCHION, SEE

PIPE SADDLE

5.

4.

3.

2.

1.

BLANKET

6" FILTER

TAILRACE FLOW

(TYP)

FLOW ARROW

12" CMP OUTFALL

3" OD STAND PIPE STANCHION

4" MIN

BLANKET

6 IN FILTER

ANCHOR, SEE NOTE 2

RIPRAP APRON AND OUTFALL PLAN VIEW

12" MIN

EQ EQ

1.5" 1.5" 2"

EDGE OF SEEPAGE WALL

SEAL WELD

SEAL WELD

GRADE TO FLOOR DRAIN

GRADE TO DRAINAGE TUBES

PLACING GROUT

COVER PLATE BEFORE

12" DRAIN WITH STEEL

PLUG EXISTING

STAINLESS STEEL PLATE

DRAIN AFTER COVERING WITH

LEVEL AREA AT EXISTING

GRADE TO DRAINAGE TUBES.

1248.80

1248.80

1248.75

1248.75

1248.65

1248.70

X X X

XXX

3" PIPE STANCHION

P 1/2x7x1'-0"

BOLT, SEE NOTE 3

PIPE SADDLE AND STANCHION SHALL BE GALVANIZED STEEL.

5-25 MILS. COLOR SHALL MATCH THE EXISTING CONTAINMENT CURB.

SEMI-GLOSS, WITH A MINIMUM TOTAL DRY FILM THICKNESS OF

OF PRIMER AND TWO COATS OF INDUSTRIAL ALKYD ENAMEL

NEW CONTAINMENT CURB COATING SHALL CONSIST OF ONE COAT

W/ WASHER. TORQUE TO MANUFACTURER'S SPECIFICATIONS.

PLATE STEEL BOLTS SHALL BE †"x7" SS 304 UNC HEX BOLT

EQUAL, MIN 5" EMBED. TORQUE TO MANUFACTURER'S SPECIFICATIONS.

500-SD ADHESIVE THREADED ROD WITH WASHER OR APPROVED

ANGLE STEEL ANCHORS SHALL BE HILTI HAS-R 304 + HIT-RE

4•" EMBED. TORQUE TO MANUFACTURER'S SPECIFICATIONS.

KWIK BOLT TZ OR APPROVED EQUAL, SS 304 †" DIA MIN

PIPE STANCHION ANCHORS SHALL BE EXPANSION ANCHOR HILTI

OR APPROVED EQUAL

GASKET, VITON

‚" FLUORELASTOMER

C .1

H L

P

C

B L

A

A F

F

P E

TOP OF CONCRETE

6"

6"

PAD

LIEU OF EXCAVATED

GABION INSTALLED IN

CHANGED

DETAIL

CORNER

EXTENSION

SLAB

WITH 4" PIPE CONNECTION

NEW 8" FLOOR DRAIN

RELOCATED

CATCH BASIN

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

S

E

D G

N

SHEET NAME: $SHEETN$BY USERNAME: jwilkesDATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

F

IL

E N

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

PORTLAND DISTRICT

D A

T E

DRAWING PLOT SIZE: $BORDER$

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

IC

T

O R

E G

O N

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

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A N

S I D

O W

N

T R

A N

S F

O R

M E

R O

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S

P

IL

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D L E F

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Drawing Number

Sheet Number:

Sheet of

N -1

-R -0

S

W

T H A

V E

N U

E S

T E

P O

R T

L A

N D

O R

-1

H D

R E

N G

IN

E E

R

IN

G

IN

P A

P

IP

E T

R E

N C

H E

S A

N D B

E D

D

IN

G D

E T

A

IL

FINISH GRADE

12"

TOP OF SUBGRADE

NTS

FINISH GRADE

24" MIN

TOP OF SUBGRADE

NTS

NTS

* VERIFY WITH BPA

C L

A

B ƒ

C-010

HLP-1.101-7/10

TRENCH BACKFILL, BEDDING, AND PIPE ZONE DETAIL

WITH CONTROLLED LOW STRENGTH MATERIAL DETAIL

TRENCH BACKFILL, BEDDING, AND PIPE ZONE

SWITCHYARD SURFACING DETAIL

95% COMPACTION

COMPACTED SUBGRADE

STABILIZATION, AS REQUIRED

TRENCH FOUNDATION

STABILIZATION, AS REQUIRED

TRENCH FOUNDATION

L E

S L I M

12" 12"

4" AC WEARING COURSE

4" LEVELING COURSE

12" 12" 12"

4" AC WEARING COURSE

4" LEVELING COURSE

NTS -

24 DISCHARGE PIPE TRENCH DETAIL

REPAIR PAVEMENT PER DETAIL 21

UNDERGROUND WARNING TAPE

COMPACTED BACKFILL

AS NEEDED FOR STABILITY

TRENCH SIDE SLOPE,

EMBEDMENT MATERIAL (DEPTH VARIES)

CENTER PIPE IN TRENCH

MIN. OF 6" THICK BEDDING LAYER

TO SHAPE OF TRENCHER, MAINTAIN

EXCAVATION LINE MAY BE CURVED

OUTSIDE DIAMETER OF PIPE (O.D.)

PIPE O.D. + 36" MAX.

PIPE O.D. + 24" MIN.

T R

E N

P T

H

C L

A ƒ

C L

A

S M1

3" MIN THICKNESS

2"-0 TOP SURFACING ROCK,

C .1

H L

P

C

B L

A

A F

F

P E

M

IN

V A

R

IE

U S

.5 x

O .D

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

S

E

D G

N

SHEET NAME: $SHEETN$BY USERNAME: jwilkesDATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

F

IL

E N

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

PORTLAND DISTRICT

D A

T E

DRAWING PLOT SIZE: $BORDER$

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

IC

T

O R

E G

O N

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

A N

S I D

O W

N

T R

A N

S F

O R

M E

R O

IL

S

P

IL

L

P R

E V

E N

T

IO

N S

Y S

T E

M

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IL

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E K D

A M

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ID

D L E F

O R

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A M

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T E R

IV

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Drawing Number

Sheet Number:

Sheet of

N -1

-R -0

S

W

T H A

V E

N U

E S

T E

P O

R T

L A

N D

O R

-1

H D

R E

N G

IN

E E

R

IN

G

IN

T

M-002

HLP-1.101-8/2

K R

IS

T I N

K R

IS

T I N

M E

C H

A N

IC

A L P

IP

IN

G P

L A

N S

25'-0"

SEE ENLARGED PLAN ON SHEET M-003

‰"=1'-0"

‰"=1'-0"

M-004

2'-0"

0 4' 8' 12'

SCALE: ‰"=1'

3" SST PUMP DISCHARGE

2'-0"

PLAN @ EL. 1229.00

UNWATERING & DRAINAGE PUMP GALLERY

PLAN @ EL. 1235.00

POWER HOUSE FLOOR WALL PENETRATION

PIPE SUPPORT, TYP

M-004

M-004

3-HR RATED

PENETRATION TO BE

FLOOR/CEILING PIPE

M .1

H L

P

C

B L

A

A F

F

P E

SEE ENLARGED PLAN ON SHEET M-003

FOR CONTINUATION

SEE SHEET C-003

WALL PENETRATION

PIPE SUPPORT, TYP

3" SST PUMP DISCHARGE

PIPE TRANSITION

SST TO DI

3-HR RATED

PENETRATION TO BE

FLOOR/CEILING PIPE

CENTER LINE EL. 1245.00

INSTALL PIPE AT

27LF 3" SST PUMP DISCHARGE

FLEX COUPLER

6'-4"

30'-0"

6'-0"

DISCHARGE

PUMP

DRAINAGE

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

S

E

D G

N

SHEET NAME: $SHEETN$BY USERNAME: jwilkesDATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

F

IL

E N

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

PORTLAND DISTRICT

D A

T E

DRAWING PLOT SIZE: $BORDER$

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

IC

T

O R

E G

O N

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

A N

S I D

O W

N

T R

A N

S F

O R

M E

R O

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S

P

IL

L

P R

E V

E N

T

IO

N S

Y S

T E

M

H

IL

L S C

R E

E K D

A M

M

ID

D L E F

O R

K W

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L

A M

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T E R

IV

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Drawing Number

Sheet Number:

Sheet of

N -1

-R -0

S

W

T H A

V E

N U

E S

T E

P O

R T

L A

N D

O R

-1

H D

R E

N G

IN

E E

R

IN

G

IN

M-003

HLP-1.101-8/3

K R

IS

T I N

K R

IS

T I N

M E

C H

A N

IC

A L P

L A

C

T

IO

N S A

N D D

E T

A

IL

S

M-003

A

A

M-003

B

ENLARGED PLAN @ EL. 1224.00

B

SECTION A-A

…"=1'-0"

…"=1'-0"

PG

PG

M-004

FITTING

DISCONNECT

QUICK

TYP 4

M-004

CL EL 1232.O

M-004

TYP

VALVE

GATE

3"

(ABOVE)

HATCH OPENING

EXISTING ACCESS

PUMP, TYP 2

UNWATERING

EXISTING

SUMP

CL EL 1220.5

6'-0" TYP

M-004

SEE SHEET M-002

FOR CONTINUATION

M-004

TYP

PUMP SECTION

REMOVABLE

T Y

P

SECTION B-B

ƒ"=1'-0"•"=1'-0"

DETAIL

FOR AIR PIPING

SEE SECTION B-B

PANEL

PUMP CONTROL

WELL PLAN THIS SHEET

SEE ENLARGED

PIPE SUPPORT, TYP

V

IF

NOTE 1

SEE

AIR HOSE

FLEXIBLE

ƒ"

4" SST PUMP SUCTION

PUMP MFR

SUPPORT PER

WITH RAIL

WET WELL CEILING

FROM TOP OF

END RAILS 4'-0"

RAILS

PUMP GUIDE

COMPRESSED AIR

•" SST

COMPRESSED AIR

•" SST

TYP 4

ENLARGED WET WELL PLAN @ EL. 1221.50

4' 2'

SCALE: •"=1'

1'0 0 1' 2' 3'

SCALE: ƒ"=1'

0 2' 4' 6'

SCALE: …"=1'

M-004

SUPPORT, TYP

PIPE 2

COMPRESSED AIR

ƒ" GALVS

SUPPORT

PIPE

(SEE NOTES 2 & 3)

PUMP DISCHARGE

3" SST

(SEE NOTE 3)

DISCHARGE

3" SST PUMP

V

IF

CONTROL PANEL.

SPECIFIED. NOT ALL ITEMS MAY BE PHYSICALLY LOCATED IN THE

AUTOMATED VALVES AND ACCESSORIES PROVIDED WITH THE PUMP AS

4. PUMP CONTROL PANEL AS SHOWN ON THE DRAWINGS INCLUDES ALL

PER CODE AS SPECIFIED.

3. ALL EQUIPMENT AND PIPING 3" AND GREATER TO BE SEISMICALLY BRACED

EXCLUDING PIPING IN THE WET WELL.

2. ALL EXPOSED 3" PUMP DISCHARGE PIPING TO BE INSULATED

PIPE GALLERY. VIF EXTENT OF EXISTING 3" DISCHARGE PIPING.

CONNECTIONS TO PIPING INSIDE WET WELL TO THE PIPING ABOVE IN THE

WELD STEEL COUPLINGS (NUMBER AND SIZES AS SHOWN) WITH THREADED

1. REUSE EXISTING FLOOR COVER PLATE TO COVER EXISTING 18" DIA. HOLE.

NOTES:

M .1

H L

P

C

B L

A

A F

F

P E

PG

PG

VALVE

GATE

3"

(SEE NOTES 2 & 3)

PUMP DISCHARGE

3" SST

(SEE NOTE 3)

DISCHARGE

3" SST PUMP

SUMP PUMP

DRAINAGE

COMPRESSED AIR

ƒ" SST

(PROVIDED BY PUMP MFR)

DOWN TO PUMP

FLEXIBLE AIR HOSE

TYP

TYP 4

SUCTION

PUMP

4" SST

FITTING

DISCONNECT

QUICK

3"

2 & 3)

(SEE NOTES

DISCHARGE

PUMP

3" SST

(SEE NOTE 4)

PANEL

CONTROL

PUMP

VALVE

•" BALL

ON CONNECTION TO 8" PIPE

INSTALL CAP OR PLUG

(SEE NOTES 2 & 3)

3" SST PUMP DISCHARGE

PUMP CONTROL PANEL

1"X1"Xƒ" TEE

1" AIR SUPPLY W/

CONNECT TO EXISTING

SS SCH 10

FLANGED PIPE

MEET REMAINING EXIST. LADDER

LADDER SECTION TO

PROVIDE REMOVABLE

VALVE

CHECK

3"

VALVE

GATE

3"

UNION, TYP

SUPPORT REMAINING LADDER

AS NECESSARY TO

SUPPORT BRACKETS

PROVIDE ADDITIONAL

NOT SHOWN

PIPESUPPORTS

PUMP CLAMPS

COMPRESSED AIR

ƒ" COPPER PIPE

COMPRESSED AIR

ƒ" COPPER PIPE

COMPRESSED AIR

•" COPPER PIPE

SEE NOTE 1

COVER PLATE

EXISTING

AIR

ƒ" COPPER COMP.

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

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D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

S

E

D G

N

SHEET NAME: $SHEETN$BY USERNAME: jwilkesDATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

F

IL

E N

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

PORTLAND DISTRICT

D A

T E

DRAWING PLOT SIZE: $BORDER$

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

IC

T

O R

E G

O N

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

A N

S I D

O W

N

T R

A N

S F

O R

M E

R O

IL

S

P

IL

L

P R

E V

E N

T

IO

N S

Y S

T E

M

H

IL

L S C

R E

E K D

A M

M

ID

D L E F

O R

K W

IL

L

A M

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IV

E R

Drawing Number

Sheet Number:

Sheet of

N -1

-R -0

S

W

T H A

V E

N U

E S

T E

P O

R T

L A

N D

O R

-1

H D

R E

N G

IN

E E

R

IN

G

IN

M-004

HLP-1.101-8/4

K R

IS

T I N

K R

IS

T I N

SURFACE MOUNT MODULAR STRUT 3

CLEVIS PIPE SUPPORT OFFSET PIPE SUPPORT 4

-NTS NTS NTSNTS

INTO WOOD OR METAL WALLS

ANCHORS INTO CONCRETE, 1/2" BOLTS

1/2" EXPANSION OR EPOXY ADHESIVE

FACE OF WALL OR CEILING

AT MAX 3'-0" SPACING

PROVIDE INTERMEDIATE SUPPORTS

WHERE LENGTH EXCEEDS 3'-0",

HAVE 2" STRIP OF RUBBER FABRIC

WITH LOOSE FIT, COPPER TUBES TO

SHIELD AROUND PIPE AT CLAMP

OR FIBERGLASS PIPE, PROVIDE STEEL

PIPE CLAMP-WHEN USED WITH PVC

"Z" FITTING

MAX, UNLESS SHOWN OTHERWISE

MODULAR FRAMING STRUT, 5'-0" OC

ROD (SEE TABLE)

ROD (SEE TABLE)

PIPE SIZE VARIES

7/8"

1"

1 1/2"

ROD SIZEPIPE SIZEROD SIZEPIPE SIZE

20"-30"

14"-18"

8"-12"

3/4"

1/2"

3/8"

4" & 6"

2 1/2" & 3"

2" & SMALLER

"S""D"

3/4"

3/8"

5/8"

7/8"

1/4"x1-1/2"

1/4"x1"

3/8"x2"

5/8"x2"

< 2-1/2"

PIPE SIZE

6"-8"

3"-4"

10"-14"

L E

N G

IT

R E

U

IR

IN THE VERTICAL ONLY.

VERTICAL PIPING UP TO 4". PIPING 6" AND LARGER USE

1. PIPE SUPPORT CAN BE USED FOR HORIZONTAL AND

:NOTE

STRAP "S"

& WASHERS

BOLTS, NUTS

PIPE

PL "S"

3"

4'-0"2'

M E

C H

A N

IC

A L D

E T

A

IL

S

INSTALL ONE MODULAR SEAL ONLY.

FOR WALLS 12" THICK AND SMALLER,

:NOTES

AROUND THE PIPE

(LINK-SEAL OR EQUAL)

DOUBLE MODULAR SEAL

WALL AND INSTALL

CORE DRILL THROUGH

-NTS

SST TO DI PIPE TRANSITION

3" FLGxPE DI

3" DI PUMP DISCHARGE

3" SST PUMP DISCHARGE

(ROMAC RFCA OR SMITH BLAIR)

RESTRAINED FCA

2. MAXIMUM OF 3-6" PIPES.

1. UP TO 8" DIAMETER PIPES ONLY.

:NOTES

WALL

AND FLEXIBLE CONNECTIONS

BURIED WALL PENETRATION

OR EQUAL

HILTI UNDERCUT ANCHOR

ANCHOR OR EQUAL

HILTI UNDERCUT

M .1

H L

P

C

B L

A

A F

F

P E

S O

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IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

S

E

D G

N

SHEET NAME: $SHEETN$BY USERNAME: jwilkesDATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

F

IL

E N

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

PORTLAND DISTRICT

D A

T E

DRAWING PLOT SIZE: $BORDER$

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

IC

T

O R

E G

O N

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

A N

S I D

O W

N

T R

A N

S F

O R

M E

R O

IL

S

P

IL

L

P R

E V

E N

T

IO

N S

Y S

T E

M

H

IL

L S C

R E

E K D

A M

M

ID

D L E F

O R

K W

IL

L

A M

E T

T E R

IV

E R

Drawing Number

Sheet Number:

Sheet of

N -1

-R -0

S

W

T H A

V E

N U

E S

T E

P O

R T

L A

N D

O R

-1

H D

R E

N G

IN

E E

R

IN

G

IN

E-001

HLP-1.101-6/1

P O

W E

R P

L A

N S A

N D O

N E -L

IN

E D

IA

G R

A M

C O

N D

U

IT

A

N D C

O N

N E

C T

O R C

A L L

O U

T S

POWER PLAN @ EL. 1235.00

[B] 5

PLC

JB

ONE-LINE DIAGRAM

NTS

CQ1

PLC

ENCLOSURE

7.2KV SWGR

EXISTING

V

[A]

JB

1.5

[C]

CENTER

CONTROL

MOTOR

CONDUIT & CONDUCTOR CALL-OUTS

D

D

‰" = 1'-0"

V

[A]

MOV-101

ENLARGED POWER PLAN @ EL. 1224.00

…" = 1'-0"

MOV-101

BALL VALVE ACTUATOR

DRAINAGE PUMP MOTORIZED

[C] = [3/4" C, 3#12] (EXISTING)

[B] = [3/4" C (EXISTING), 5#14 & 1#14G]

[A] = [3/4" C, 5#14 & 1#14G]

KEYNOTES

[B]5

5 [B]

WETWELL.

REMOVE EXISTING CONDUIT AND CONDUCTORS TO

BOX WITH DIMENSIONS OF 6" X 6" X 4".

CUT EXISTING CONDUIT AND INSTALL NEW JUNCTION

CONDUCTORS TO BE INSTALLED AS SHOWN.

EXISTING CONDUCTORS TO BE REMOVED AND NEW

EXISTING ƒ", CONDUIT WITH 3#12 CONDUCTORS.

CONTROL CENTER CQ1 TO BE USED.

EXISTING CONTROL CONDUCTORS FROM PLC TO

DEWATERING PUMP.

TO BE USED FOR CONTROL OF THE NEW

EXISTING PLC OUTPUT FOR DRAINAGE PUMP START

REFERENCE E-002.

REQUIRED FOR THE NEW DEWATERING PUMP.

THE DRAINAGE PUMP SHALL BE MODIFIED AS

THE EXISTING CONTROL CENTER CQ1 CUBICLE FOR

PLAN @ EL. 1224.00.

UNWATERING PUMP ROOM AS SHOWN ON ENLARGED

EXISTING CONDUIT ROUTES DOWN INTO THE

E .1

H L

P

C

B L

A

A F

F

P E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

S

E

D G

N

SHEET NAME: $SHEETN$BY USERNAME: jwilkesDATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

F

IL

E N

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

PORTLAND DISTRICT

D A

T E

DRAWING PLOT SIZE: $BORDER$

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

IC

T

O R

E G

O N

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

A N

S I D

O W

N

T R

A N

S F

O R

M E

R O

IL

S

P

IL

L

P R

E V

E N

T

IO

N S

Y S

T E

M

H

IL

L S C

R E

E K D

A M

M

ID

D L E F

O R

K W

IL

L

A M

E T

T E R

IV

E R

Drawing Number

Sheet Number:

Sheet of

N -1

-R -0

S

W

T H A

V E

N U

E S

T E

P O

R T

L A

N D

O R

-1

H D

R E

N G

IN

E E

R

IN

G

IN

E-002

HLP-1.101-6/2

D R

A

IN

A G

E P

U M

P

C O

N T

R O

L D

IA

G R

A M

D

D

NTS

LUB DP

OL OL

G G R R

DP

CQ1-1E

C361

PLC OUTPUT 20:15

START

OL

OL

MAN

AUTO

VAC

VAC

CPT

250 VA

CR1

CR1

O P

E N

C O

M M

O N

C L

O S

E

N

CR1

L

BALL VALVE ACTUATOR (MOV-101)

DRAINAGE PUMP MOTORIZED

FROM CUBICLE

MOTOR STARTER

REMOVE

PLC 14:05

T83A

20:16

HIGH SUMP ALARM

APS

DRAINAGE PUMP

EXISTING DRAINAGE PUMP CUBICLE

2.5A 3.0A

3P 20A

E .1

H L

P

C

B L

A

A F

F

P E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

S

E

D G

N

SHEET NAME: $SHEETN$BY USERNAME: jwilkesDATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

F

IL

E N

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

PORTLAND DISTRICT

D A

T E

DRAWING PLOT SIZE: $BORDER$

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

IC

T

O R

E G

O N

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

A N

S I D

O W

N

T R

A N

S F

O R

M E

R O

IL

S

P

IL

L

P R

E V

E N

T

IO

N S

Y S

T E

M

H

IL

L S C

R E

E K D

A M

M

ID

D L E F

O R

K W

IL

L

A M

E T

T E R

IV

E R

Drawing Number

Sheet Number:

Sheet of

N -1

-R -0