Attachment C Plans and Drawings.pdf

PDF 12 MB Posted Jan 7, 2025

Attached to: 12217 Champoeg State Heritage Park Water Reservoir Replacement
Solicitation number: S-63400-00011750
Issued by: Marion County, Oregon

About this file

Written by GovTribe AI · Jan 8, 2025

This file contains engineering plans and drawings from Branch Engineering, Inc. for the Champoeg State Park Water Reservoir Replacement project in St. Paul, Oregon. The project involves replacing an existing 31,000-gallon water tank and concrete foundation at Champoeg State Park, with work including demolition of the existing tank, installation of a new reservoir with the same capacity, associated piping and utility connections, and site improvements. The plans detail the existing conditions, demolition requirements, proposed site layout, reservoir specifications, piping details, and erosion control measures.

The technical drawings show the new reservoir will have a 17-foot inside diameter tank with dome roof, 24" diameter access manhole, ladder kit with platform, and various pipe connections including inlet, outlet and overflow pipes. The foundation requires 8" compacted structural fill under a concrete pad with reinforcement. The plans include detailed specifications for thrust blocking, pipe bedding, cathodic protection, and erosion control measures to be implemented during construction. All ductile iron spools and piping encased within the concrete foundation must be Class 53 minimum grade.

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Other files

File	Type	Posted
Attachment B Technical Specifications~1.pdf	PDF	Jan 7, 2025
12217 PW ITB Champoeg State Heritage Park Reservoir Replacement Final DOJ Approved.pdf	PDF	Jan 7, 2025
12217 Preliminary Bid Results.pdf	PDF	Jan 7, 2025
12217 Attachment A Champoeg State Heritage Park Reservoir Replacement Fillable Form.docx	DOCX document	Jan 7, 2025
00011751_RFB.xlsx	XLSX spreadsheet	Jan 7, 2025
Attachment E Geotechnical Engineering Survey Report.pdf	PDF	Jan 7, 2025

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sheet:

revisions:

designer:

drawn by:

project no:

project title:

date:

O N

-1

H A

O A

D N

U L, O R

SEP. 4, 2024

24-107

C H

A M

P O

E G

S T

A T

E P

A R

K W

A T

E R

R E S E R

V O

E P L A

C E M

E N

T civil transportation structural geotechnical

SURVEYING

310 5th Street

Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com

SMH

RJD

COVER &

NOTES

OREGON K

IRRED.JLANO

#16,170

ORP

SSEF

NOI

R DE

GIS

2991,51TPES

Expires: December 31, 2025

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ST. HELENS

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ASTORIA

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TILLAMOOK

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MCMINNVILLE

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ALBANY

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NEWPORT

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CORVALLIS

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HOOD

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CONDON

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ENTERPRISE

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VALE

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PORTLAND

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SALEM

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MEDFORD

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EUGENE

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ROSEBURG

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BAKER CITY

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CANYON

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CITY

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CITY

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OREGON

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HILLSBORO

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AutoCAD SHX Text Z:\2024\24-107 Champoeg Park Reservoir\Drawings\24-107 OSP Champoeg Reservoir Site Plan.dwg 9/4/2024 8:50 AM STEPHENH24-107 OSP Champoeg Reservoir Site Plan.dwg 9/4/2024 8:50 AM STEPHENH 9/4/2024 8:50 AM STEPHENH9/4/2024 8:50 AM STEPHENH STEPHENHSTEPHENH

AutoCAD SHX Text C0 COVER AND NOTES COVER AND NOTES C1 EXISTING CONDITIONS EXISTING CONDITIONS C2 SITE DEMOLITION PLAN SITE DEMOLITION PLAN C3 PROPOSED SITE & UTILITY PLAN PROPOSED SITE & UTILITY PLAN C4 RESERVOIR PLAN RESERVOIR PLAN C5 RESERVOIR AND PIPING DETAILS RESERVOIR AND PIPING DETAILS C6 RESERVOIR AND PIPING DETAILS RESERVOIR AND PIPING DETAILS C7 EROSION & WATER DETAILSEROSION & WATER DETAILS

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SHEET INDEX

AutoCAD SHX Text ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS 800-332-2344 OR 811.

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CHAMPOEG STATE PARK WATER RESERVOIR REPLACEMENT PLAN

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NOT TO SCALE

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1. ALL WORK NOT ADDRESSED BY THE PLANS AND SPECIFICATIONS ALL WORK NOT ADDRESSED BY THE PLANS AND SPECIFICATIONS SHALL BE COMPLETED PER APWA STANDARDS. 2. UTILITIES SHOWN ON THESE PLANS DERIVE FROM VARIOUS UTILITIES SHOWN ON THESE PLANS DERIVE FROM VARIOUS SOURCES AND DO NOT ASSUME ACTUAL HORIZONTAL AND VERTICAL LOCATION OF UNDERGROUND LINES AND STRUCTURES AND ARE THEREFORE CONSIDERED APPROXIMATE. VERIFY DEPTHS BY POT-HOLING AS NEEDED. 3. CONTRACTOR SHALL CONTACT APPROPRIATE AGENCY UPON CONTRACTOR SHALL CONTACT APPROPRIATE AGENCY UPON DAMAGING ANY UTILITY DURING CONSTRUCTION, 4. REPLACE GRAVEL ROAD TRENCH SECTIONS WITH SIMILAR MATERIAL. REPLACE GRAVEL ROAD TRENCH SECTIONS WITH SIMILAR MATERIAL. 5. NO TRENCH SHALL BE LEFT OPEN OVER NIGHT. BACKFILL WITH NO TRENCH SHALL BE LEFT OPEN OVER NIGHT. BACKFILL WITH COMPACTED ROCK OR COVER WITH STEEL PLATES. NO STEEL PLATES ON SLOPES EXCEEDING 5%. 6. STORAGE OF MATERIALS AND EQUIPMENT AT DESIGNATED STORAGE OF MATERIALS AND EQUIPMENT AT DESIGNATED LOCATIONS ONLY. 7. CONTRACTOR SHALL RESTORE ALL STAGING AREAS BACK TO CONTRACTOR SHALL RESTORE ALL STAGING AREAS BACK TO ORIGINAL CONDITIONS. 8. CONTACT ENGINEER 48 HOURS IN ADVANCE OF REQUIRED CONTACT ENGINEER 48 HOURS IN ADVANCE OF REQUIRED INSPECTIONS.

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1. MAINTAIN UTILITY SEPARATION REQUIREMENTS. MAINTAIN UTILITY SEPARATION REQUIREMENTS. 2. SERVICE LINES TO PROPERTY LINE. LOCATION TO BE MARKED IN THE SERVICE LINES TO PROPERTY LINE. LOCATION TO BE MARKED IN THE FIELD. 3. REMOVE EXISTING METER BOXES. REMOVE EXISTING METER BOXES. 4. NO MATERIAL SUBSTITUTIONS WITHOUT PRIOR APPROVAL BY ENGINEER. NO MATERIAL SUBSTITUTIONS WITHOUT PRIOR APPROVAL BY ENGINEER. 5. MAX DEFECTION OF 4 PER JOINT. MAX DEFECTION OF 4° PER JOINT.6. WATER LINE CONSTRUCTION SHALL NOT VARY FROM DESIGN WITHOUT WATER LINE CONSTRUCTION SHALL NOT VARY FROM DESIGN WITHOUT APPROVAL FROM ENGINEER. 7. INSTALL TRACER PER FOLLOWING: INSTALL TRACER PER FOLLOWING: WIRE SHALL BE NO. 14 AWG (MINIMUM) SOLID COPPER WIRE WITH MINIMUM 40 MIL PVC OR HDPE BLUE COLORED INSULATION. TERMINATE WIRE IN METER BOXES BY REMOVING 12" OF INSULATION AND MAKING A MINIMUM OF FOUR (4) WRAPS OF COPPER WIRE AROUND AND IN DIRECT CONTACT WITH THE BASE OF THE METER STOP VALVE. ENDS OF WIRE SHALL BE ACCESSIBLE IN VALVE BOXES OR CASINGS, OR OUTSIDE THE FOUNDATION OF BUILDINGS WHERE THE PIPELINE ENTERS THE BUILDING. THE DISTANCE BETWEEN TRACER LEAD ACCESS LOCATIONS SHALL NOT BE MORE THAN 500 FEET. JOINTS OR SPLICES IN WIRE SHALL BE WATERPROOF. All MAINLINE TRACING WIRES MUST BE INTERCONNECTED, AT MAINLINE TEES AND CROSSES.AT TEES, THREE WIRES SHALL BE JOINED USING A 3-WAY LOCKABLE CONNECTOR. AT CROSSES, THE FOUR WIRES SHALL BE JOINED USING A 4-WAY CONNECTOR. USE OF A 3-WAY CONNECTORS WITH A SHORT JUMPER WIRE BETWEEN THEM IS AN ACCEPTABLE ALTERNATIVE. DIRECT BURY WIRE CONNECTORS SHALL INCLUDE 3-WAY LOCKABLE CONNECTORS AND MAINLINE TO LATERAL LUG CONNECTORS SPECIFICALLY MANUFACTURED FOR USE IN UNDERGROUND TRACING WIRE INSTALLATION. CONNECTORS SHALL BE DIELECTRIC SILICONE FILLED TO SEAL OUT FILLED TO SEAL OUT MOISTURE AND CORROSION, AND SHALL BE INSTALLED IN A MANNER SO AS TO PREVENT AY UNINSULATED WIRE EXPOSURE. NON LOCKING FRICTION FIT, TWIST ON OR TAPED CONNECTORS ARE PROHIBITED. 8. CONTRACTOR TO PRESSURE TEST WATER LINE IN ACCORDANCE WITH AWWA CONTRACTOR TO PRESSURE TEST WATER LINE IN ACCORDANCE WITH AWWA C600 SECTION 5.2. 9. CONTRACTOR TO PROVIDE MINIMUM NUMBER OF BACTERIA TESTS AS CONTRACTOR TO PROVIDE MINIMUM NUMBER OF BACTERIA TESTS AS REQUIRED BY THE OREGON HEALTH AUTHORITY. 10. CONTRACTOR TO FLUSH WATER LINE AFTER REQUIRED TESTING HAS BEEN CONTRACTOR TO FLUSH WATER LINE AFTER REQUIRED TESTING HAS BEEN APPROVED.

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WATER NOTES

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GENERAL CONSTRUCTION NOTES

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HUBBARD

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ST PAUL

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INTERSTATE 5

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WILLAMETTE RIVER

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HIGHWAY 219

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RIVER ROAD NE

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HIGHWAY 551

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EXISTING

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OREGON K

IRRED.JLANO

#16,170

ORP

SSEF

NOI

R DE

G IS

2991,51TPES

Expires: December 31, 2025

DIGITALLY SIGNED

sheet:

revisions:

designer:

drawn by:

project no:

project title:

date:

O N

-1

H A

O A

D N

U L, O R

SEP. 4, 2024

24-107

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C E M

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T civil transportation structural geotechnical

SURVEYING

310 5th Street

Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com

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LEGEND

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STRUCTURE

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EXISTING

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CONTOUR LINE

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FENCE

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WATER VALVE

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GRAVEL

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EXISTING TELEPHONE LINE

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POWER POLE

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WATER VAULT

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WELL

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( IN FEET )

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AutoCAD SHX Text EXISTING 17' DIAMETER, 31,000 GALLON WATER TANK AND CONCRETE FOUNDATION TO BE REPLACED

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PUMP HOUSE TO REMAIN

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WELL HEAD TO REMAIN

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VALVE VAULT TO REMAIN

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TREE TO BE REMOVED

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BUILDING TO REMAIN

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ELECTRIC TRANSFORMER

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NOTES

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BENCHMARK

AutoCAD SHX Text ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN ON APRIL 25, 2024 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GE0ID 18(NAVD88)

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1. OBSERVED EVIDENCE OF UTILITIES ARE SHOWN TO DEVELOP A OBSERVED EVIDENCE OF UTILITIES ARE SHOWN TO DEVELOP A VIEW OF THE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS-BUILT DRAWINGS AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. IN ADDITION, IN SOME JURISDICTIONS, 811 OR OTHER SIMILAR UTILITY LOCATE REQUESTS FROM SURVEYORS MAY BE IGNORED OR RESULT IN AN INCOMPLETE RESPONSE, IN WHICH CASE THE SURVEYOR MAY NOTE ON THE MAP HOW THIS AFFECTED THE SURVEYOR'S ASSESSMENT OF THE LOCATION OF THE UTILITIES. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION AND/OR A PRIVATE UTILITY LOCATE REQUEST MAY BE NECESSARY. 2. ALL DISTANCES SHOWN ARE IN FEET. ALL DISTANCES SHOWN ARE IN FEET. 3. BEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM BEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM - PORTLAND PROJECTION 2011 4. BOUNDARY LOCATION AND RESOLUTION WAS NOT WITHIN THE BOUNDARY LOCATION AND RESOLUTION WAS NOT WITHIN THE SCOPE OF THIS SURVEY, INCLUDING CHAMPOEG RD NE RIGHT-OF-WAY

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CARPORT TO REMAIN

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BUILDING TO REMAIN

SITE

DEMOLITION

PLAN

JUL 28, 2021

DEMO W5 LINE

OREGON K

IRRED.JLANO

#16,170

ORP

SSEF

NOI

R DE

G IS

2991,51TPES

Expires: December 31, 2025

DIGITALLY SIGNED

sheet:

revisions:

designer:

drawn by:

project no:

project title:

date:

O N

-1

H A

O A

D N

U L, O R

SEP. 4, 2024

24-107

C H

A M

P O

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S T

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A R

K W

A T

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R E S E R

V O

E P L A

C E M

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T civil transportation structural geotechnical

SURVEYING

310 5th Street

Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com

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LEGEND

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AutoCAD SHX Text DEMOLISH EXISTING TANK AND FOUNDATION. REMOVE DEBRIS FROM PARK AND LEGALLY DISPOSE OF.

AutoCAD SHX Text INSTALL EROSION CONTROL SEDIMENT FENCE PER OREGON STANDARD DRAWING RD1040. SEE SHEET C7.

NOTE: INSTALL SEDIMENT FENCE PRIOR TO CONSTRUCTION.

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OREGON K

IRRED.JLANO

#16,170

ORP

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NOI

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2991,51TPES

Expires: December 31, 2025

DIGITALLY SIGNED

sheet:

revisions:

designer:

drawn by:

project no:

project title:

date:

O N

-1

H A

O A

D N

U L, O R

SEP. 4, 2024

24-107

C H

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C E M

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T civil transportation structural geotechnical

SURVEYING

310 5th Street

Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com

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LEGEND

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EXISTING

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PROPOSED

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WATER LINE & DIRECTION

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CONCRETE

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( IN FEET )

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CONSTRUCTION NOTES

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INSTALL LADDER KIT AND ACCESS HATCH.

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PROPOSED WATER RESERVOIR. SEE SHEETS C4-C6 FOR MORE INFORMATION.

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PROPOSED CONCRETE FOUNDATION. SEE SHEETS C4-C6 FOR MORE INFORMATION.

AutoCAD SHX Text INSTALL ELECTRICAL JUNCTION BOX, APPROPRIATE SIZED CONDUIT, AND ASSOCIATED WIRING FOR CATHODIC TANK PROTECTION AND ULTRASONIC LEVEL SENSOR SYSTEM.

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FINISH FLOOR ELEVATION: 145.22

AutoCAD SHX Text INSTALL DRY HYDRANT PER DETAIL 1, SHEET C5. CONFIRM LOCATION WITH PROJECT MANAGER.

INSTALL 6"x6"x4" TEE, 4" GATE VALVE, AND 62 LF OF 4" PVC C900 PIPE. PROVIDE 30" OF COVER OVER PIPE. BEDDING AND BACKFILL PER TRENCH DETAIL 1, SHEET C6. INSTALL THRUST BLOCKING PER OREGON STANDARD DRAWING RD250. SEE SHEET C7.

revisions:

designer:

drawn by:

project no:

project title:

date:

O N

-1

H A

O A

D N

U L, O R

SEP. 4, 2024

24-107

C H

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C E M

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T civil transportation structural geotechnical

SURVEYING

310 5th Street

Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com

SMH

RJD

RESERVOIR

PLAN

OREGON K

IRRED.JLANO

#16,170

ORP

SSEF

NOI

R DE

G IS

2991,51TPES

Expires: December 31, 2025

DIGITALLY SIGNED

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6" OUTLET CONNECT TO EXISTING WATER VALVE

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24" DIAMETER ACCESS MANHOLE

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LADDER

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3" INLET CONNECT TO EXISTING VALVE

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3" IPS SCH 80 PVC INLET RISERS (18' HEIGHT) SEE DETAIL B-B

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OUTER EDGE OF SHELL

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4" OVERFLOW CONNECT TO EXISTING VALVE

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4" FLEXIBLE COUPLER

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AutoCAD SHX Text CATHODIC PROTECTION ANODE, TYPICAL (FINAL DESIGN BY RESERVOIR MANUFACTURER AND/OR CONTRACTOR)

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ELEVATION VIEW

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1" PVC CONDUIT TO CONTROL HOUSE

AutoCAD SHX Text JUNCTION BOX FOR CATHODIC PROTECTION AND LEVEL SENSOR. MOUNT WITHIN ARMS REACH OF HATCH.

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1" PVC CONDUIT TO GROUND LEVEL JUNCTION BOX

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%%U31,000 GALLON RESERVOIR PLAN VIEW

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ELECTRICAL JUNCTION BOX

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TANK LEVEL INDICATOR

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1" PVC CONDUIT FOR LEVEL SENSOR

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120° TYP.

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NOT TO SCALE

AutoCAD SHX Text 27°

AutoCAD SHX Text 32°

30° revisions:

designer:

drawn by:

project no:

project title:

date:

O N

-1

H A

O A

D N

U L, O R

SEP. 4, 2024

24-107

C H

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P O

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S T

A T

E P

A R

K W

A T

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R E S E R

V O

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E N

T civil transportation structural geotechnical

SURVEYING

310 5th Street

Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com

SMH

RJD

RESERVOIR

& PIPING

DETAILS

OREGON K

IRRED.JLANO

#16,170

ORP

SSEF

NOI

R DE

G IS

2991,51TPES

Expires: December 31, 2025

DIGITALLY SIGNED

C5 SCALE: NTS

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6'-0" NOM.

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7'-2" NOM.

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DOME HATCH

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LADDER KIT WITH PLATFORM

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NON-SKID TAPE SURFACE TO VENT

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SECURITY CABLE

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24" KNAPPCO VENT W/ BIRD SCREEN

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ALUMINUM DOME ROOF

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LOCKABLE CLOSURE PLATE

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ACCESS DOOR & SHEET NOMINAL OPENING 24" DIAMETER

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WEB TRUSS STIFFENER AT BOTTOM OF COURSE TWO PER MANUFACTURER REQUIREMENTS

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GRADE LEVEL

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ANCHOR CHAIR & BOLT

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%%USECTION B-B - INLET PIPE DETAILS

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NTS

AutoCAD SHX Text 18'

AutoCAD SHX Text 6"

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4 FT

AutoCAD SHX Text NOTE: ALL DUCTILE IRON SPOOLS AND PIPING ENCASED WITHIN THE CONCRETE FOUNDATION SHALL BE CLASS 53, MINIMUM.

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ELEV 163.22'±

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FLEXIBLE COUPLING

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POLYWRAP ALL CONCRETE ENCASED PIPING

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3" DI PIPE

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3" 90° FLG.DI ELL

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UNDISTURBED EARTH

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8" ROCK

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WATERSTOP

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USE 3" WATERTIGHT COUPLING TO CONNECT DI TO PVC

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PIPE SUPPORT ATTACHED TO TANK SHELL. (TYPICAL OF 3)

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USE 3" IPS SCH 80 PVC PIPE FOR RISER

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3" 90° ELL ONRISER DISCHARGE

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30" COVER

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FINISH FLOOR ELEV: 145.22

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TANK SHELL

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%%U31,000 GALLON RESERVOIR ELEVATION VIEW

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NTS

AutoCAD SHX Text 18'-6"

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%%USECTION A-A - OUTLET PIPE WATERLINE DETAIL

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NTS

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9 FT

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FINISH GRADE

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TANK SHELL

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USE FULL LENGTH OF 6" DI PIPE UNDER FOUNDATION AND FLOOR W/O JOINTS

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FFE=145.22

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WATERSTOP

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SILT STOP

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6" 90° FLG ELL

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POLYWRAP ALL CONCRETE ENCASED PIPING

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ROCK IN PIPE ZONE

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8" ROCK

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DRY FIRE HYDRANT

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4" PVC C900 PIPE

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4" 90° DI ELBOW

AutoCAD SHX Text 2'x2' THRUST BLOCK

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4" DI PIPE

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4" 90° DI ELBOW

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2-1/2" STEAMER (NATIONAL STANDARD THREAD) TO 4" NPT NIPPLE

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2-1/2" CAP FOR STEAMER HOSE CONNECTION

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FINSH GRADE

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30" COVER

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24" MINIMUM

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FLEXIBLE COUPLING

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4" DI PIPE

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4" TEE WITH AUTOMATIC DRIP CHECK VALVE, VALVE BOX, AND COVER

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HANDRAIL TO VENT

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17' NOM. INSIDE DIAMETER

AutoCAD SHX Text 19'-3"

AutoCAD SHX Text 4'-2"

BOLLARDS NOT SHOWN FOR CLARITY

revisions:

designer:

drawn by:

project no:

project title:

date:

O N

-1

H A

O A

D N

U L, O R

SEP. 4, 2024

24-107

C H

A M

P O

E G

S T

A T

E P

A R

K W

A T

E R

R E S E R

V O

E P L A

C E M

E N

T civil transportation structural geotechnical

SURVEYING

310 5th Street

Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com

SMH

RJD

RESERVOIR

& PIPING

DETAILS

OREGON K

IRRED.JLANO

#16,170

ORP

SSEF

NOI

R DE

G IS

2991,51TPES

Expires: December 31, 2025

DIGITALLY SIGNED

UNDEVELOPED GROUND

NOTE:

C6 SCALE: NTS

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

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AutoCAD SHX Text 19'

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%%USECTION C-C - OVERFLOW

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NTS

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AS REQUIRED

AutoCAD SHX Text 30" ±

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text 5'±

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O.F. ELEV = 163.72

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%%ULADDER

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LONG BOTTOM LADDER KIT

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PLATFORM KIT

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TOP LADDER W/MAN WAY

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INTERMEDIATE LADDER KIT

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18'-6" FOUNDATION NOM. OUTSIDE DIA.

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17' TANK NOM. EXPANDED INSIDE DIA

AutoCAD SHX Text 8"

AutoCAD SHX Text 24"±

AutoCAD SHX Text 6"

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SCALE: NTS

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FOOTING DETAIL (TYPICAL)

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SCALE: NTS

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FLEX COUPLING

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POLYWRAP ALL CONCRETE ENCASED PIPING

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FFE: 145.22

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ROCK

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FULLY WELDED WATERSTOP

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4" DI PIPE

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USE 4" WATERTIGHT COUPLING TO CONNECT PVC TO DI

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PIPE SUPPORT ATTACHED TO TANK SHELL (TYPICAL OF THREE)

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TANK SHELL

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4" C-900 CL. 100 PVC PIPE FOR RISER

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STEP OFF PLATFORM

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FINSH FLOOR

AutoCAD SHX Text 19.26'

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ROOF LINE

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34" - 0" CRUSHED AGGREGATE

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TRENCH WIDTH VARIES

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6" TYP.

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4" MIN.

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4" MIN.

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30" TYP.

AutoCAD SHX Text MINIMUM 6" SEPARATION BETWEEN WATER AND OTHER DUCTS. NO DUCTS MAY BE PLACED ABOVE WATERLINE.

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WATER

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18" MIN.

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TRACER WIRE

AutoCAD SHX Text THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONSTRUCTION SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARD.

AutoCAD SHX Text 36"±

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8" COMPACTED STRUCTURAL FILL UNDER FOOTING

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COMPACTED NATIVE MATERIAL

AutoCAD SHX Text 8" MINIMUM 1-1/2" - 0 COMPACTED STRUCTURAL FILL UNDER FLOOR COMPACT IN FOUR INCH (4") LIFTS

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6" ± FINISH FLOOR(FINAL DESIGN BY RESERVOIR MANUFACTURER AND/OR CONTRACTOR)

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FINSH GRADE

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RESERVOIR SHELL

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8" ROCK

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ULTRASONIC LEVEL SENSOR. MOUNT ON PIPE SUPPORT.

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TYPICAL TRENCH BEDDING & BACKFILL SECTION

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3" RIGID FOAM BOARD INSULATION (OWENS CORNING FOAMULAR 250 R-15 OR EQUIVALENT)

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GRADE LEVEL

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%%USECTION D-D - CATHODIC PROTECTION

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NTS

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17' NOM. INSIDE DIAMETER

AutoCAD SHX Text 19'-3"

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4'-2" REF.

AutoCAD SHX Text CATHODIC PROTECTION ANODE, TYPICAL (FINAL DESIGN BY RESERVOIR MANUFACTURER AND/OR CONTRACTOR)

AutoCAD SHX Text NOTE: ALL DUCTILE IRON SPOOLS AND PIPING ENCASED WITHIN THE CONCRETE FOUNDATION SHALL BE CLASS 53, MINIMUM.

TANK ANCHORAGE (FINAL DESIGN BY RESERVOIR MANUFACTURER AND/OR CONTRACTOR)

revisions:

designer:

drawn by:

project no:

project title:

date:

O N

-1

H A

O A

D N

U L, O R

SEP. 4, 2024

24-107

C H

A M

P O

E G

S T

A T

E P

A R

K W

A T

E R

R E S E R

V O

E P L A

C E M

E N

T civil transportation structural geotechnical

SURVEYING

310 5th Street

Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com

SMH

RJD

EROSION

& WATER

DETAILS

OREGON K

IRRED.JLANO

#16,170

ORP

SSEF

NOI

R DE

G IS

2991,51TPES

Expires: December 31, 2025

DIGITALLY SIGNED

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

Sheets and Views

24-107 OSP Champoeg Reservoir Site Plan-Cover

24-107 OSP Champoeg Reservoir Site Plan-Existing Conditions

24-107 OSP Champoeg Reservoir Site Plan-Demo

24-107 OSP Champoeg Reservoir Site Plan-Site

24-107 OSP Champoeg Reservoir Site Plan-Reservoir

24-107 OSP Champoeg Reservoir Site Plan-Reservoir2

24-107 OSP Champoeg Reservoir Site Plan-Reservoir3

24-107 OSP Champoeg Reservoir Site Plan-SedFence

	2024-09-09T13:39:54-0700
Ron Derrick

File details come from the government source that posted it. Updated Jan 8, 2025.