0151-36_C-Signed.pdf

PDF 15 MB Posted Feb 6, 2024

Attached to: ODOT Region 1 Utility Locating Services
Solicitation number: S-73000-00009344
Issued by: Multnomah County, Oregon

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Written by GovTribe AI · Mar 9, 2026

This is a set of civil construction plans for the Umpqua Street Sewer Replacement Project (Project No. 0151-36), prepared by the Roseburg Urban Sanitary Authority (RUSA) in Roseburg, Oregon, with design and engineering services provided by i.e. Engineering, Inc. The project involves the replacement of approximately 666 linear feet of existing 8-inch sanitary sewer mainline with new 8-inch PVC pipe (ASTM 3034) along Umpqua Street, Harvard Boulevard, and an access road. The work includes installation of new sanitary sewer manholes with 48-inch diameter concentric cones, service lateral connections to existing residential and commercial properties, abandonment of existing sewer infrastructure, and restoration of disturbed areas including asphalt resurfacing and concrete sidewalk/driveway replacement. The plans are dated January 31, 2024, with an expiration date of December 31, 2024, and contain detailed plan and profile sheets, manhole construction details, standard details for sewer installation, and paving specifications. Construction requires notification to RUSA at least 24 hours prior to accomplishment of specific work stages including sanitary sewer construction, trench excavation, pipe and toning wire installation, clean-out and manhole connections, and paving, with inspections required before any work is covered.

The project specifications require compliance with the 2024 Edition of the Standard Specifications for Construction prepared by the Oregon Department of Transportation and the American Public Works Association Oregon Chapter, with RUSA specifications taking precedence in cases of conflict. All sanitary sewer laterals shall be constructed in accordance with the 2021 Uniform Plumbing Code, 4-inch and 6-inch laterals shall be PVC ASTM 3034, and all lines must have toning wire installed for future locating. Manhole connections shall use factory connectors with non-shrink grout or cored holes with flexible boots, and deflection testing must be conducted on all flexible pipe installations no less than 30 days after trench backfill. Pipes shall be air tested in accordance with UNIBELL's recommended practices with zero pressure drop tolerance, and line and grade variations shall not exceed 1/2 inch for line and 1/4 inch for grade. The contractor is responsible for providing a traffic control plan meeting City of Roseburg requirements, coordinating with local residents for service interruption with 24-hour notice, field verifying utility locations prior to installation, potholing to identify existing sewer laterals, and providing all required bypass pumping. The contractor must contact One-Call at least 2 full business days prior to construction at 1-800-332-2344 and maintain a minimum horizontal separation of 10 feet between water and sewer mains. Materials containing asbestos may be present in underground pipe systems and must be handled according to all applicable federal, state, county, and municipal regulations, with friable asbestos removal performed by DEQ-licensed contractors.

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Other files

File	Type	Posted
00009344_Invitation to Bid~1.docx	DOCX document	Feb 6, 2024
Attachment 1 - ODOT Region 1 Map.pdf	PDF	Feb 6, 2024
Preliminary BID_TAB~22.xlsx	XLSX spreadsheet	Feb 6, 2024
Attachment 2 - ODOT Policy ADM 05-08-01.pdf	PDF	Feb 6, 2024
Bid Coversheet~17.docx	DOCX document	Feb 6, 2024
Sample Contract~35.docx	DOCX document	Feb 6, 2024
Revised_Preliminary BID_TAB.xlsx	XLSX spreadsheet	Feb 6, 2024

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ROSEBURG URBAN SANITARY AUTHORITY

ROSEBURG, OREGON

SHEET INDEX

LEGEND

ROSEBURG URBAN SANITARY AUTHORITY INSPECTION SCHEDULE:

GENERAL SANITARY SEWER NOTES:

UTILITY COMPANIES & CONTACTS

COMPANY CONTACT PHONE

GENERAL NOTES:

ASBESTOS GENERAL NOTES:

TRAFFIC CONTROL SPECIAL NOTES:

PROJECT

LOCATION

-3

, 2

AW DM

12/31/2024

EXPIRES:

De sc rip tio n Re v.

Da te Dw g

JULY 9, 2 0 0 1 RELLIM.MKERED

GIS

TERED PROFESSIONAEE

E N G I N

R53297

OREGON

S T

, O R

Y civil structural surveying architecture planning

809 SE Pine St Roseburg, OR ieengineering.com i.e. Engineering, inc.

C.1

UMPQUA STREET

VICINITY MAP

NTS

ROSEBURG URBAN

SANITARY AUTHORITY

1297 NE GRANDVIEW DR

P.O.BOX 1185

ROSEBURG, OR 97470

PH: 541-672-1551

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CABLE TV PED (TV)

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NEW WATER SERVICE

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NEW VALVE

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AutoCAD SHX Text EXISTING ELEV. NEW ELEV. SAW CUT EXISTING CABLE TV EXISTING EDGE OF AC OR GRAVEL EXISTING POWER (OVERHEAD) EXISTING POWER (UNDERGROUND) NEW UNDERGROUND (TV, POWER, PHONE) EXISTING GAS EXISTING RIGHT-OF-WAY NEW RIGHT-OF-WAY EXISTING FENCE NEW FENCE EXISTING WATER EXISTING WATER MAIN NEW WATER EXISTING STORM SEWER (STS) NEW STORM SEWER (STS) EXISTING SANITARY SEWER (SS) NEW SANITARY SEWER (SS) EXISTING PRESSURE SEWER (PS) NEW PRESSURE SEWER (PS) EXISTING FORCE MAIN (FM) NEW FORCE MAIN (FM) SILT FENCE (S-F) NEW ELECTRICAL CONDUIT TOP OF CURB ASPHALT BACK OF WALK FINISH GRADE FINISH FLOOR ORIGINAL GROUND TOP OF WALK

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EXISTING GATE CONCRETE HATCH PERMIT OF ENTRY CONTROL POINT

AutoCAD SHX Text C.1 COVER SHEET AND CONSTRUCTION NOTES COVER SHEET AND CONSTRUCTION NOTES C.2 INDEX SHEET INDEX SHEET C.3 UMPQUA ST SEWER PLAN & PROFILE 1 UMPQUA ST SEWER PLAN & PROFILE 1 C.4 UMPQUA ST SEWER PLAN & PROFILE 2 UMPQUA ST SEWER PLAN & PROFILE 2 C.5 ACCESS ROAD SEWER PLAN & PROFILE ACCESS ROAD SEWER PLAN & PROFILE SD.1 RUSA MANHOLE DETAILS SD.2 RUSA SANITARY SEWER DETAILS SD.3 PAVING DETAILS

AutoCAD SHX Text ROSEBURG URBAN SANITARY AUTHORITY SHALL BE NOTIFIED FOR INSPECTION AT LEAST 24 HOURS PRIOR TO THE ACCOMPLISHMENT OF THE FOLLOWING STAGES OF CONSTRUCTION. PHONE: 541-672-1551 1. ANY SANITARY SEWER CONSTRUCTION (INCLUDING STRUCTURES) 2. TRENCH EXCAVATION. (PRIOR TO PLACING BEDDING ROCK) 3. PIPE AND TONING WIRE INSTALLATION 4. CLEAN-OUT AND MANHOLE CONNECTIONS 5. PAVING NONE OF THE ABOVE ITEMS OF WORK SHALL BE COVERED UNTIL INSPECTED BY ROSEBURG URBAN SANITARY AUTHORITY.

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1. ALL SANITARY SEWER WORK SHALL BE IN CONFORMANCE WITH ROSEBURG URBAN ALL SANITARY SEWER WORK SHALL BE IN CONFORMANCE WITH ROSEBURG URBAN SANITARY AUTHORITY SPECIFICATIONS AND ORDINANCE. THE 2024 EDITION OF THE THE 2024 EDITION OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION PREPARED BY THE OREGON DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION OREGON CHAPTER WILL BE CONSIDERED THE STANDARD SPECIFICATIONS. IN CASES IN CASES OF CONFLICT ROSEBURG URBAN SANITARY AUTHORITY SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE STANDARD SPECIFICATIONS. 2. SANITARY SEWER LATERALS FROM THE BUILDING TO THE SEWER MAIN SHALL BE SANITARY SEWER LATERALS FROM THE BUILDING TO THE SEWER MAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH OREGON STATE DEPARTMENT OF COMMERCE, BUILDING CODES DIVISION, 2021 UNIFORM PLUMBING CODE AND ITS AMENDMENTS, EXCEPT FOR 8" AND LARGER PUBLIC SEWERS WHICH SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEQ STANDARDS FOR PUBLIC SEWERS AND TO THE LINES, GRADES AND DETAILS SHOWN ON THE PLANS. 4" AND 6" LATERALS SHALL BE PVC ASTM 3034. ALL LINES SHALL HAVE TONING WIRE INSTALLED IN THE TRENCH FOR FUTURE LOCATING. 3. ALL MANHOLE CONNECTIONS TO BE FACTORY CONNECTORS WITH NON-SHRINK GROUT ALL MANHOLE CONNECTIONS TO BE FACTORY CONNECTORS WITH NON-SHRINK GROUT OR A CORED HOLE WITH FLEXIBLE BOOT. I.E.: KOR-N-SEAL. CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED OR SAW CUT. 4. CONTRACTOR TO PROVIDE PREFORMED PLASTIC GASKETS IN ALL MANHOLE JOINTS. CONTRACTOR TO PROVIDE PREFORMED PLASTIC GASKETS IN ALL MANHOLE JOINTS. 5. ALL MANHOLES SHALL BE 48" DIAMETER WITH CONCENTRIC CONES, EXCEPT AS NOTED ALL MANHOLES SHALL BE 48" DIAMETER WITH CONCENTRIC CONES, EXCEPT AS NOTED OTHERWISE. 6. NO FLAT-TOP MANHOLES TO BE USED WITHOUT ROSEBURG URBAN SANITARY NO FLAT-TOP MANHOLES TO BE USED WITHOUT ROSEBURG URBAN SANITARY AUTHORITY'S PRIOR APPROVAL. 7. DEFLECTION TESTING SHALL BE CONDUCTED ON ALL SEWERS CONSTRUCTED OF DEFLECTION TESTING SHALL BE CONDUCTED ON ALL SEWERS CONSTRUCTED OF FLEXIBLE PIPE NOT LESS THAN 30 DAYS AFTER TRENCH BACKFILL AND COMPACTION. TESTING WILL CONFORM TO 2008 APWA STANDARD SPECIFICATIONS, SECTION 00445. 8. LINE AND GRADE SHALL BE MAINTAINED AS SHOWN ON THE PLANS OR AS LINE AND GRADE SHALL BE MAINTAINED AS SHOWN ON THE PLANS OR AS ESTABLISHED BY THE ENGINEER. VARIATIONS OF MORE THAN 1/2 INCH FOR LINE AND 1/4 INCH FOR GRADE WILL NOT BE PERMITTED. 9. PIPES SHALL BE AIR TESTED IN ACCORDANCE WITH UNIBELL'S "RECOMMENDED PIPES SHALL BE AIR TESTED IN ACCORDANCE WITH UNIBELL'S "RECOMMENDED PRACTICE FOR LOW PRESSURE AIR TESTING OF INSTALLED SEWER PIPE" UNI-B-6-98. MINIMUM TEST TIMES SHALL BE BASED ON TABLE II. THERE WILL BE NO PRESSURE DROP ALLOWED. 10. MANHOLE ELEVATIONS AND PIPE GRADES ARE FIGURED FROM THE CENTER OF EACH MANHOLE ELEVATIONS AND PIPE GRADES ARE FIGURED FROM THE CENTER OF EACH MANHOLE. SUPPLIERS OF PRE-CAST MANHOLE BASES SHALL SUBMIT SHOP DRAWINGS SHOWING THE LOCATIONS OF PIPE INLETS AND OUTLETS FOR REVIEW PRIOR TO MANUFACTURING. 11. ALL PERMANENT DROP MANHOLES SHALL HAVE AN OUTSIDE DROP UNLESS APPROVED ALL PERMANENT DROP MANHOLES SHALL HAVE AN OUTSIDE DROP UNLESS APPROVED BY RUSA ON A CASE BY CASE BASIS. 12. MAXIMUM LENGTH OF SEWER LINE BETWEEN MANHOLES SHALL BE 300' UNLESS MAXIMUM LENGTH OF SEWER LINE BETWEEN MANHOLES SHALL BE 300' UNLESS OTHERWISE APPROVED BY ROSEBURG URBAN SANITARY AUTHORITY.

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1. THE CONTRACTOR SHALL REPLACE ANY AND ALL SURVEY MONUMENTS THE CONTRACTOR SHALL REPLACE ANY AND ALL SURVEY MONUMENTS WHICH ARE AFFECTED BY THE CONSTRUCTION. ALL MONUMENTS WILL BE RESET BY A LICENSED LAND SURVEYOR. 2. LOCATIONS SHOWN ON ENGINEERING DRAWINGS ARE APPROXIMATE. LOCATIONS SHOWN ON ENGINEERING DRAWINGS ARE APPROXIMATE. CONSTRUCTION STAKES SHALL BE PROVIDED BY CONTRACTOR'S SURVEYOR. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF CONTRACTOR SHALL MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET BETWEEN WATER MAINS AND SEWER MAINS MEASURED EDGE TO EDGE. (SEE OAR 340-052, DIVISION 52, APPENDIX A AND OAR 333-061-0050(9)) 4. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES FOR LOCATIONS OF MAINLINE AND SERVICE LINE LOCATIONS PRIOR TO DIGGING. CONTRACTOR TO CONTACT ONE-CALL AT LEAST 2 FULL BUSINESS DAYS PRIOR TO CONSTRUCTION AT 1-800-332-2344. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN THE OAR 952-001-0010 THROUGH OAR 952-001-0090, AND OREGON LAWS 1995, CHAPTER 691, SECTION 7. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. 5. CONTRACTOR TO FIELD VERIFY TYPE, LOCATION, AND ELEVATIONS OF CONTRACTOR TO FIELD VERIFY TYPE, LOCATION, AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF NEW PIPING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING AND PROTECTION OF EXISTING UTILITY LINES, MARKED & UNMARKED, AT NO ADDITIONAL COST TO THE OWNER. 6. RUSA SHALL OBTAIN A PERMIT FOR WORKING IN THE CITY OF RUSA SHALL OBTAIN A PERMIT FOR WORKING IN THE CITY OF ROSEBURG RIGHT-OF-WAY. 7. CONTRACTOR SHALL COORDINATE WITH LOCAL RESIDENCES FOR CONTRACTOR SHALL COORDINATE WITH LOCAL RESIDENCES FOR INTERRUPTION OF SEWER SERVICE. PROVIDE RESIDENCES WITH 24 HOUR NOTICE PRIOR TO DISRUPTION OF SERVICE. AT NO TIME SHALL A RESIDENCE HAVE THEIR SEWER SERVICE INTERRUPTED OVERNIGHT. WORK FOR THE DAY WILL NOT END UNTIL ALL RESIDENCES HAVE BEEN RECONNECTED TO SEWER SERVICE. 8. PROTECT OPEN EXCAVATIONS DURING NON WORKING HOURS WITH PROTECT OPEN EXCAVATIONS DURING NON WORKING HOURS WITH METAL PLATES OR OTHER APPROVED METHODS. 9. SUBMIT SHOP DRAWINGS FOR PRECAST MANHOLES TO THE ENGINEER SUBMIT SHOP DRAWINGS FOR PRECAST MANHOLES TO THE ENGINEER PRIOR TO CASTING THE BASE. 10. TEST ALL PIPING AND MANHOLES IN ACCORDANCE WITH THE TEST ALL PIPING AND MANHOLES IN ACCORDANCE WITH THE SPECIFICATIONS INCLUDING PERMEABILITY TESTS AT THE POINT OF MANUFACTURE. 11. FIELD VERIFY ALL SERVICE LATERALS FOR LOCATION, SIZE AND DEPTH FIELD VERIFY ALL SERVICE LATERALS FOR LOCATION, SIZE AND DEPTH AT RIGHT OF WAY PRIOR TO INSTALLING THE TEE ON THE SEWER MAIN. PROVIDE NEW CLEANOUT AND CONNECT TO EXISTING SERVICE AT RIGHT OF WAY. 4" SERVICE LINES SHALL BE INSTALLED TO CONNECT TO EXISTING 4" SERVICE LINES AT RIGHT OF WAY. 6" SERVICE LINES SHALL BE INSTALLED TO CONNECT TO EXISTING 6" SERVICE LINES AT RIGHT OF WAY. (SEE DETAIL) 12. REPLACE DISTURBED AREAS OUTSIDE OF ROADWAY IN KIND. REPLACE DISTURBED AREAS OUTSIDE OF ROADWAY IN KIND. 13. ALL PIPE DISTANCES ARE MEASURED FROM CENTER OF MANHOLE TO ALL PIPE DISTANCES ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 14. ALL PIPE SLOPES ARE CALCULATED FROM CENTER OF MANHOLE TO ALL PIPE SLOPES ARE CALCULATED FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL FITTINGS AND APPURTENANCES, AS NEEDED, TO CONNECT NEW SEWER INFRASTRUCTURE TO EXISTING SEWER INFRASTRUCTURE. 16. CONTRACTOR RESPONSIBLE FOR ALL REQUIRED BYPASS PUMPING. CONTRACTOR RESPONSIBLE FOR ALL REQUIRED BYPASS PUMPING. SUBMIT BYPASS PUMPING PLAN TWO WEEKS BEFORE PUMPING BEGINS. SEE SPECIAL PROVISIONS SECTION 00490.40. 17. CONTRACTOR SHALL POTHOLE AND IDENTIFY SEWER LATERAL LOCATION CONTRACTOR SHALL POTHOLE AND IDENTIFY SEWER LATERAL LOCATION AND SIZE PRIOR TO INSTALLATION. 18. PROTECT PUBLIC & PRIVATE INFRASTRUCTURE EXCEPT AS NOTED ON PROTECT PUBLIC & PRIVATE INFRASTRUCTURE EXCEPT AS NOTED ON DEMOLITION PLAN.

AutoCAD SHX Text MATERIALS CONTAINING ASBESTOS MAY BE PRESENT IN UNDERGROUND PIPE SYSTEMS. ALL APPROPRIATE FEDERAL, STATE, COUNTY AND MUNICIPAL RULES, REGULATIONS AND GUIDELINES MUST BE FOLLOWED WHEN WORKING WITH ASBESTOS-CONTAINING MATERIAL. NONFRIABLE MATERIAL MUST BE HANDLED, TRANSPORTED AND DISPOSED OF IN A WAY THAT PREVENTS IT FROM BECOMING FRIABLE AND RELEASING ASBESTOS FIBERS. IF AC PIPE IS SHATTERED, DAMAGED OR BADLY WEATHERED, IT IS CONSIDERED TO BE FRIABLE AND WILL LIKELY RELEASE ASBESTOS FIBERS. DEQ LICENSED ASBESTOS ABATEMENT CONTRACTOR USING DEQ CERTIFIED WORKERS MUST REMOVE ALL FRIABLE ASBESTOS MATERIAL. ANY AND ALL PERMITS AND FEES THAT ARE REQUIRED BY THE DEQ, DOUGLAS, COUNTY AND ANY OTHER REGULATORY AGENCY MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO DISPOSING OF THE ASBESTOS CONTAINING MATERIAL. FOR INFORMATION ABOUT ASBESTOS RULES, CONTACT THE DEQ WESTERN REGION OFFICE IN MEDFORD, OREGON.

AutoCAD SHX Text Avista Utilities Ryan Forsloff 541-440-1162 Ryan Forsloff 541-440-1162 541-440-1162 P.O. Box 1520 Corporate Office 800-659-4427 Corporate Office 800-659-4427 800-659-4427 Roseburg, OR 97470 Lumen Luke Pilon 458-221-7430 or 716-238-6610 Luke Pilon 458-221-7430 or 716-238-6610 Luke Pilon 458-221-7430 or 716-238-6610 458-221-7430 or 716-238-6610 Charter Communications Mike Wilcox 541-921-9189 Mike Wilcox 541-921-9189 541-921-9189 310 NE Boston St Roseburg, OR 97470 ComSpan Mary Roberts 541-229-2122 Mary Roberts 541-229-2122 541-229-2122 1016 SE Oak Roseburg, OR 97470 Douglas Fast Net Rich Brammer 541-673-4242x1037 Rich Brammer 541-673-4242x1037 541-673-4242x1037 480 Oakland Ave., NE 541-229-0229 541-229-0229 Roseburg, OR 97470 Pacific Power Shannon Watson, Estimator 541-679-3671 - Shannon Watson, Estimator 541-679-3671 - , Estimator 541-679-3671 - 541-679-3671 - - 4025 Old Hwy 99 South Martha Warner, Estimator 541-679-3642 Martha Warner, Estimator 541-679-3642 541-679-3642 Roseburg, OR 97470 Doug Agee, Estimator Doug Agee, Estimator Roseburg, City of Public Works 541-492-6730 Public Works 541-492-6730 541-492-6730 900 SE Douglas Roseburg, OR 97470 RUSA Ryon Kershner 541-672-1551 Ryon Kershner 541-672-1551 Ryon Kershner 541-672-1551 541-672-1551 1297 NE Grandview PO Box 1185 Roseburg, OR 97470

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1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND SUBMIT A TRAFFIC CONTROL PLAN AS NEEDED FOR THE CONSTRUCTION OF IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND SUBMIT A TRAFFIC CONTROL PLAN AS NEEDED FOR THE CONSTRUCTION OF THIS PROJECT MEETING THE CITY OF ROSEBURG'S REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT THEIR TRAFFIC CONTROL PLAN TO THE CITY OF ROSEBURG'S PUBLIC WORKS DEPARTMENT FOR THEIR REVIEW AND APPROVAL. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN FINAL APPROVAL FROM THE CITY OF ROSEBURG ON THE TRAFFIC CONTROL PLAN. 2. RUSA SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO PROVIDING AND OBTAINING APPROVALS OF THE TRAFFIC CONTROL PLAN FROM THE RUSA SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO PROVIDING AND OBTAINING APPROVALS OF THE TRAFFIC CONTROL PLAN FROM THE CITY OF ROSEBURG.

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CALL BEFORE YOU DIG ! ONE CALL: (800) 332-2344

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OAR 952-001-0010 THROUGH OAR 952-001-0090

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CIVIL CONSTRUCTION PLANS

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UMPQUA ST. SEWER REPLACEMENT

CONTROL POINT TABLE

SCALE:

1"=40'

20' 40' 80'

ROSEBURG URBAN

SANITARY AUTHORITY

1297 NE GRANDVIEW DR

P.O.BOX 1185

ROSEBURG, OR 97470

PH: 541-672-1551

-3

, 2

AW DM

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Da te Dw g

JULY 9, 2 0 0 1 RELLIM.MKERED

GIS

TERED PROFESSIONAEE

E N G I N

R53297

OREGON

S T

, O R

Y civil structural surveying architecture planning

809 SE Pine St Roseburg, OR ieengineering.com i.e. Engineering, inc.

C.2

SHEET INDEX

LEGEND

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443 W UMPQUA ST

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507 W UMPQUA ST

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500 W UMPQUA ST

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458 W UMPQUA ST

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456 W UMPQUA ST

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456, 458, & 500 W UMPQUA ST

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817 W PRINCETON AVE.

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540 W UMPQUA ST

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544 W UMPQUA ST

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932 W HARVARD BLVD

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882 W HARVARD BLVD

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910 W HARVARD BLVD

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452 W UMPQUA ST

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504 UMPQUA ST

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502 W UMPQUA ST

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MATCHLINE C.3 MATCHLINE C.4

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CALL BEFORE YOU DIG ! ONE CALL: (800) 332-2344

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OAR 952-001-0010 THROUGH OAR 952-001-0090

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HATCH LEGEND:

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CONCRETE GRAVEL ASPHALT RESURFACING ASPHALT ACCESS ROAD

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PAGE C.5

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PAGE C.4

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WV 1 OF 3

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WV 2 OF 3

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WV 3 OF 3

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IN CASE OF A WATER MAIN BREAK, THE CITY MAY DIRECT THE CONTRACTOR TO THROTTLE DOWN THE 3 WATER VALVES SHOWN ON THIS SHEET. THESE VALVES ARE LABELED AS WV 1 OF 3, WV 2 OF 3, AND WV 3 OF 3

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ROSEBURG URBAN

SANITARY AUTHORITY

1297 NE GRANDVIEW DR

P.O.BOX 1185

ROSEBURG, OR 97470

PH: 541-672-1551

-3

, 2

AW DM

EXPIRES:

De sc rip tio n Re v.

Da te Dw g

JULY 9, 2 0 0 1 RELLIM.MKERED

GIS

TERED PROFESSIONAEE

E N G I N

R53297

OREGON

S T

, O R

Y civil structural surveying architecture planning

809 SE Pine St Roseburg, OR ieengineering.com i.e. Engineering, inc.

C.3

TEMPORARY TIE-IN DETAIL FINAL TIE-IN DETAILEXISTING CONDITION DETAIL

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530 W UMPQUA ST

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817 W PRINCETON AVE.

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532 W UMPQUA ST

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540 W UMPQUA ST

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452 W UMPQUA ST

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504 UMPQUA ST

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MAIL

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MAIL

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MAIL

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738 W HARVARD AVE

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506 UMPQUA ST

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510 UMPQUA ST

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534 W UMPQUA ST

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536 W UMPQUA ST

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538 W UMPQUA ST

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PRINCETON AVE.

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UMPQUA ST.

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232 LF S=0.50%

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232 LF S=0.50%

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250 LF S=0.50%

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CP 57

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CP 59

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CP 53

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CP 52

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MATCHLINE C.3 MATCHLINE C.4

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CONNECT TO EXISTING 8" MAIN

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18 LF S=MATCH EXISTING

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EX. SS LINE IN USE

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TEMP. HARD PIPE TIE-IN TO EXISTING PIPE

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ABANDONED SS LINE

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GAS

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GAS

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MATCHLINE C.3 MATCHLINE C.4

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SSMH

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6 LF S=0.91%

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EX. 8" MAIN

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STA 75+40.81 INSTALL SS MH W/ OUTSIDE DROP

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EX. 8" SS MAIN

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287 LF S= 1.05%

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232 LF S= 0.5%

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EX. ABANDONED LINE

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EX. SS CLEANOUT W/MH TOP

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EX. 8" SS MAIN

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SSMH

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STA 75+40.81 INSTALL SS MH W/ OUTSIDE DROP

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EX. SS CLEANOUT W/MH TOP

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REMOVE SSMH

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OF EXISTING SEWER LINEOF EXISTING SEWER LINE

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EX. SS LINE

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EX. CLEANOUT AT RIGHT OF WAY.

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REMOVE EX. STUB

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EX. 8" SS MAIN

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OF ABANDONED OF ABANDONED SEWER LINE

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CALL BEFORE YOU DIG ! ONE CALL: (800) 332-2344

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OAR 952-001-0010 THROUGH OAR 952-001-0090

AutoCAD SHX Text N

AutoCAD SHX Text KEYED SEWER NOTES: 1. INSTALL SS MH PER DETAIL. INSTALL SS MH PER DETAIL. 2. INSTALL 8" SS LINE, LENGTH AND SLOPE PER PLAN. INSTALL 8" SS LINE, LENGTH AND SLOPE PER PLAN. 3. NEW SS LINE, SEE PAGE C.5. NEW SS LINE, SEE PAGE C.5. 4. CROSSING UTILITIES, VERIFY SIZE AND DEPTH. CROSSING UTILITIES, VERIFY SIZE AND DEPTH. 5. INSTALL 8"X4" OR 8"X6" TEE AS NEEDED. INSTALL 8"X4" OR 8"X6" TEE AS NEEDED. 6. INSTALL 4" OR 6"(MATCH EXISTING) SERVICE LATERAL W/ CLEANOUT INSTALL 4" OR 6"(MATCH EXISTING) SERVICE LATERAL W/ CLEANOUT AT PROPERTY LINE PER DETAIL. CONNECT TO EXISTING LATERAL. (FIELD VERIFY LOCATION & ELEVATION) REPLACE CURB, GUTTER, SIDEWALK AND/OR DRIVEWAY PER CITY OF ROSEBURG DETAILS ON SHEET SD.3. REPLACE ENTIRE CONCRETE PANEL. 7. PROPOSED PERMIT OF ENTRY (TO BE OBTAINED BY RUSA, AS PROPOSED PERMIT OF ENTRY (TO BE OBTAINED BY RUSA, AS NEEDED). 8. ASPHALT PATCH. INSTALL HMAC LEVEL 2 -1/2" DENSE, 4" THICK, ASPHALT PATCH. INSTALL HMAC LEVEL 2 -1/2" DENSE, 4" THICK, 2-2" LIFTS. 9. REMOVE MANHOLE, INSTALL 8"X8" TEE, PIPE AND 90° VERTICAL BEND. REMOVE MANHOLE, INSTALL 8"X8" TEE, PIPE AND 90° VERTICAL BEND. 10. SEE EXISTING, TEMPORARY AND FINAL TIE-IN DETAIL. SEE EXISTING, TEMPORARY AND FINAL TIE-IN DETAIL. 11. ABANDON EXISTING SEWER MANHOLES AND MAINLINES PER DETAIL. ABANDON EXISTING SEWER MANHOLES AND MAINLINES PER DETAIL. REMOVE ABANDONED MANHOLES. 12. 14' WIDE ASPHALT PATCH IS ANTICIPATED IN THIS AREA. CONTRACTOR 14' WIDE ASPHALT PATCH IS ANTICIPATED IN THIS AREA. CONTRACTOR SHALL MINIMIZE TRENCH WIDTH, BUT ONSITE CONDITIONS MAY FORCE A EXTRA WIDTH FOR RESURFACING AND BACKFILLING. 13. INSTALL INLET PROTECTION.INSTALL INLET PROTECTION.

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SD.1

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SD.3

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HATCH LEGEND:

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CONCRETE ASPHALT ACCESS ROAD ASPHALT RESURFACING NEW SS LINE ABANDONED SS LINE

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SCALE:

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AutoCAD SHX Text 1" = 5'

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AutoCAD SHX Text 10'

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AutoCAD SHX Text C.3

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SD.1

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SD.2

AutoCAD SHX Text KEYED FINAL TIE-IN NOTES: 1. INSTALL NEW SS MANHOLE PER DETAIL. INSTALL NEW SS MANHOLE PER DETAIL. 2. REMOVE 8X8 TEE/WYE, VERTICAL BENDS AND PIPE. INSTALL 24" OF 3034 PIPE REMOVE 8X8 TEE/WYE, VERTICAL BENDS AND PIPE. INSTALL 24" OF 3034 PIPE & TWO 8" GASKETED COUPLERS. (USE 8" REPAIR COUPLER GXG FROM GPK PRODUCTS OR APPROVED EQUAL.) 3. REMOVE PIPE BENDS, CLEANOUTS, AND MANHOLE TOP. CAP AND ABANDON 8" REMOVE PIPE BENDS, CLEANOUTS, AND MANHOLE TOP. CAP AND ABANDON 8" LINES.

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SD.1

1"=20'

10' 20' 40'

SCALE:

ROSEBURG URBAN

SANITARY AUTHORITY

1297 NE GRANDVIEW DR

P.O.BOX 1185

ROSEBURG, OR 97470

PH: 541-672-1551

-3

, 2

AW DM

EXPIRES:

De sc rip tio n Re v.

Da te Dw g

JULY 9, 2 0 0 1 RELLIM.MKERED

GIS

TERED PROFESSIONAEE

E N G I N

R53297

OREGON

S T

, O R

Y civil structural surveying architecture planning

809 SE Pine St Roseburg, OR ieengineering.com i.e. Engineering, inc.

C.4

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SSMH

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SSMH

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STSMH

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544 W UMPQUA ST

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545 W UMPQUA ST

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932 W HARVARD BLVD

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882 W HARVARD BLVD

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910 W HARVARD BLVD

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738 W HARVARD AVE

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832 W HARVARD BLVD

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MAIL

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MAIL

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HARVARD AVE.

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UMPQUA ST.

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250 LF S=0.50%

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CP 60

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MATCHLINE C.3 MATCHLINE C.4

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127 LF S=0.70%

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AutoCAD SHX Text T

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EX. 12" STS

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MATCHLINE C.3 MATCHLINE C.4

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AutoCAD SHX Text W

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CALL BEFORE YOU DIG ! ONE CALL: (800) 332-2344

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OAR 952-001-0010 THROUGH OAR 952-001-0090

AutoCAD SHX Text N

AutoCAD SHX Text KEYED SEWER NOTES: 1. INSTALL SS MH PER DETAIL. INSTALL SS MH PER DETAIL. 2. INSTALL 8" SS LINE, LENGTH AND SLOPE PER PLAN. INSTALL 8" SS LINE, LENGTH AND SLOPE PER PLAN. 3. NEW SS LINE, SEE PAGE C.5. NEW SS LINE, SEE PAGE C.5. 4. CROSSING UTILITIES, VERIFY SIZE AND DEPTH. CROSSING UTILITIES, VERIFY SIZE AND DEPTH. 5. INSTALL 8"X4" OR 8"X6" TEE AS NEEDED. INSTALL 8"X4" OR 8"X6" TEE AS NEEDED. 6. CENTER 20' LENGTH OF C900 PIPE UNDER EX. WATER MAIN. ADAPTERS FROM ASTM 3034 TO C900 CENTER 20' LENGTH OF C900 PIPE UNDER EX. WATER MAIN. ADAPTERS FROM ASTM 3034 TO C900 PIPE SHALL BE RIGID WITH GASKETS. 7. INSTALL 4" OR 6"(MATCH EXISTING) SERVICE LATERAL PER DETAIL. CONNECT TO EXISTING LATERAL. INSTALL 4" OR 6"(MATCH EXISTING) SERVICE LATERAL PER DETAIL. CONNECT TO EXISTING LATERAL. (FIELD VERIFY LOCATION & ELEVATION) REPLACE CURB, GUTTER, SIDEWALK AND/OR DRIVEWAY PER CITY OF ROSEBURG DETAILS ON SHEET SD.3. REPLACE ENTIRE CONCRETE PANEL. 8. PROPOSED PERMIT OF ENTRY (TO BE OBTAINED BY RUSA, AS NEEDED). PROPOSED PERMIT OF ENTRY (TO BE OBTAINED BY RUSA, AS NEEDED). 9. ASPHALT PATCH. INSTALL HMAC LEVEL 2 -1/2" DENSE, 4" THICK, 2-2" LIFTS. ASPHALT PATCH. INSTALL HMAC LEVEL 2 -1/2" DENSE, 4" THICK, 2-2" LIFTS. 10. ABANDON EXISTING SEWER MANHOLES AND MAINLINES PER DETAIL. REMOVE ABANDONED MANHOLES. ABANDON EXISTING SEWER MANHOLES AND MAINLINES PER DETAIL. REMOVE ABANDONED MANHOLES. 11. PLUG ABANDONED SEWER MAIN WITH COMMERCIAL GRADE CONCRETE INSIDE SEWER MANHOLE. SEWER PLUG ABANDONED SEWER MAIN WITH COMMERCIAL GRADE CONCRETE INSIDE SEWER MANHOLE. SEWER MANHOLE SHALL REMAIN IN USE AT ALL TIMES. WORK IN HARVARD SHALL BE DONE AT NIGHT. 12. INSTALL INLET PROTECTION. INSTALL INLET PROTECTION. 13. SANITARY SEWER SERVICE LINE SIZE SHALL BE 6".SANITARY SEWER SERVICE LINE SIZE SHALL BE 6".

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SD.1

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SD.2

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SD.2

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SD.2

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SD.3

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SD.3

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SD.1

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SD.2

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HATCH LEGEND:

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CONCRETE ASPHALT ACCESS ROAD ASPHALT RESURFACING NEW SS LINE ABANDONED SS LINE

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SD.1

ROSEBURG URBAN

SANITARY AUTHORITY

1297 NE GRANDVIEW DR

P.O.BOX 1185

ROSEBURG, OR 97470

PH: 541-672-1551

EXPIRES:

SCALE:

De sc rip tio n Re v.

Da te Dw g

JULY 9, 2 0 0 1 RELLIM.MKERED

GIS

TERED PROFESSIONAEE

E N G I N

R53297

OREGON

civil structural surveying architecture planning

809 SE Pine St Roseburg, OR ieengineering.com i.e. Engineering, inc.

S T.

, O R

, 2

-3

AW DM

C.5

12/31/2024

1" = 20'

10' 20' 40'

AutoCAD SHX Text

SSMH

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SSMH

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FUTURE GARAGE (BY OTHERS)

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STSMH

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SSMH

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500 W UMPQUA ST

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458 W UMPQUA ST

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456 W UMPQUA ST

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456, 458, & 500 W UMPQUA ST

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452 W UMPQUA ST

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504 UMPQUA ST

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MAIL

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MAIL

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MAIL

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MAIL

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502 W UMPQUA ST

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454 W UMPQUA ST

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506 UMPQUA ST

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510 UMPQUA ST

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SSMH

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287 LF S=1.05%

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CP 58

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UMPQUA ST.

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STA 2+87.00 INSTALL SS MH

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STA 0+00 STA 75+40.81 UMPQUA ST. INSTALL SS MH W/ OUTSIDE DROP

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FUTURE GARAGE (BY OTHERS)

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EX. WATER (VERIFY SIZE AND DEPTH)

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(STA 75+40.81 UMPQUA ST)

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EX. 8" SS TO BE REPLACED AND ABANDONED

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GAS

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4" SS

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4" SS

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CALL BEFORE YOU DIG ! ONE CALL: (800) 332-2344

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OAR 952-001-0010 THROUGH OAR 952-001-0090

AutoCAD SHX Text N

AutoCAD SHX Text KEYED SEWER NOTES: 1. INSTALL SS MH PER DETAIL. INSTALL SS MH PER DETAIL. 2. INSTALL 8" SS LINE, LENGTH AND SLOPE PER PLAN. INSTALL 8" SS LINE, LENGTH AND SLOPE PER PLAN. 3. INSTALL 8"X4" TEE. INSTALL 8"X4" TEE. 4. INSTALL 4" SERVICE LATERAL PER DETAIL. CONNECT TO EXISTING LATERAL. INSTALL 4" SERVICE LATERAL PER DETAIL. CONNECT TO EXISTING LATERAL. (FIELD VERIFY LOCATION & ELEVATION) REPLACE CURB, GUTTER, SIDEWALK AND/OR DRIVEWAY PER CITY OF ROSEBURG DETAILS ON SHEET SD.3. REPLACE ENTIRE CONCRETE PANEL. 5. PROPOSED PERMIT OF ENTRY (TO BE OBTAINED BY RUSA, AS NEEDED). PROPOSED PERMIT OF ENTRY (TO BE OBTAINED BY RUSA, AS NEEDED). 6. INSTALL 10' WIDE ASPHALT ACCESS ROAD PER DETAIL. INSTALL 10' WIDE ASPHALT ACCESS ROAD PER DETAIL. 7. EXISTING SERVICE LATERAL TO BE REMOVED. EXISTING SERVICE LATERAL TO BE REMOVED. 8. EDGE OF PROPOSED ACCESS ROAD. MATCH EXISTING GRADE. EDGE OF PROPOSED ACCESS ROAD. MATCH EXISTING GRADE. 9. PROTECT EXISTING FENCE AND TREES. PROTECT EXISTING FENCE AND TREES. 10. ABANDON EXISTING SEWER MANHOLES AND MAINLINES PER DETAIL. REMOVE ABANDON EXISTING SEWER MANHOLES AND MAINLINES PER DETAIL. REMOVE ABANDONED MANHOLES.

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SD.1

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SD.1

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SD.2

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SD.2

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SD.3

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SD.2

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SD.2

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SD.3

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SD.3

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SD.3

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SD.1

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HATCH LEGEND:

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CONCRETE ASPHALT ACCESS ROAD ASPHALT RESURFACING NEW SS LINE ABANDONED SS LINE

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SD.2

1297 NE GRANDVIEW DR

P.O.BOX 1185

ROSEBURG, OR 97470

PH: 541-672-1551

-3

, 2

AW DM

sc rip tio n Re v.

Da te Dw g

JULY 9, 2 0 0 1 RELLIM.MKERED

GIS

TERED PROFESSIONAEE

E N G I N

R53297

OREGON

S T

, O R

Y civil structural surveying architecture planning

809 SE Pine St Roseburg, OR ieengineering.com i.e. Engineering, inc.

SD.1

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SD.1

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SD.1

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SD.1

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SD.1

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PROFILE VIEW

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MASTIC ENDS DETAIL

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MANHOLE JOINT SEALING METHODS DETAIL

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CS-231 SEALANT

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CS-80 PRIMER

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CS-231 SEALANT

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CONSEAL 1900 SEALANT

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BACKER ROD

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CS-231 SEALANT (COMPRESSED)

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CS-80 PRIMER FOLLOWED BY CONSEAL CS-212 JOINT WRAP

AutoCAD SHX Text FOR EACH CONCRETE SECTION: 1. CLEAN AND DRY THE JOINT MATING SURFACES. CLEAN AND DRY THE JOINT MATING SURFACES. 2. APPLY CS-80 PRIMER TO THE LOWER FLAT SURFACE OF THE JOINT. APPLY CS-80 PRIMER TO THE LOWER FLAT SURFACE OF THE JOINT. 3. PLACE CS-231 SEALANT ON THE LOWER FLAT SURFACE AND AGAINST EDGE OF VERTICAL PORTION OF SPIGOT. PLACE CS-231 SEALANT ON THE LOWER FLAT SURFACE AND AGAINST EDGE OF VERTICAL PORTION OF SPIGOT. 4. CUT EACH END OF THE CS-231 SEALANT AT 45° AND KNEAD TOGETHER TO MAKE ONE CONTINUOUS PIECE. CUT EACH END OF THE CS-231 SEALANT AT 45°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BACKER ROD

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CONSEAL 1900 SEALANT

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SD.1

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SEE GROUT DETAIL

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SD.1

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CALL BEFORE YOU DIG ! ONE CALL: (800) 332-2344

OAR 952-001-0010 THROUGH OAR 952-001-0090

1297 NE GRANDVIEW DR

P.O.BOX 1185

ROSEBURG, OR 97470

PH: 541-672-1551

-3

, 2

AW DM

sc rip tio n Re v.

Da te Dw g

JULY 9, 2 0 0 1 RELLIM.MKERED

GIS

TERED PROFESSIONAEE

E N G I N

R53297

OREGON

S T

, O R

Y civil structural surveying architecture planning

809 SE Pine St Roseburg, OR ieengineering.com i.e. Engineering, inc.

SD.2

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SD.2

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* TRENCH BACKFILL WILL BE CLASS "B" PER SPECIAL PROVISIONS TRENCH BACKFILL WILL BE CLASS "B" PER SPECIAL PROVISIONS SECTION 405.14 AND SECTION 405.46. COMPACTION TESTING IS REQUIRED.

AutoCAD SHX Text

* TRENCH BACKFILL WILL BE CLASS "B" PER SPECIAL PROVISIONS TRENCH BACKFILL WILL BE CLASS "B" PER SPECIAL PROVISIONS SECTION 405.14 AND SECTION 405.46. COMPACTION TESTING IS REQUIRED.

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SD.2

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CALL BEFORE YOU DIG ! ONE CALL: (800) 332-2344

AutoCAD SHX Text

OAR 952-001-0010 THROUGH OAR 952-001-0090

NOTE: SERVICE CONNECTION MARKER AND PLUG NOT REQUIRED FOR RECONNECTING TO EXISTING SERVICES.

ASPHALT PAVEMENT SECTION DETAIL

NTS

ROSEBURG URBAN

SANITARY AUTHORITY

1297 NE GRANDVIEW DR

P.O.BOX 1185

ROSEBURG, OR 97470

PH: 541-672-1551

-3

, 2

AW DM

sc rip tio n Re v.

Da te Dw g

JULY 9, 2 0 0 1 RELLIM.MKERED

GIS

TERED PROFESSIONAEE

E N G I N

R53297

OREGON

S T

, O R

Y civil structural surveying architecture planning

809 SE Pine St Roseburg, OR ieengineering.com i.e. Engineering, inc.

SD.3

AutoCAD SHX Text LEVEL 2, " DENSE HMAC; 3" THICK 12" DENSE HMAC; 3" THICK 3" THICK; "-0, OR 1"-0, CRUSHED ROCK 34"-0, OR 1"-0, CRUSHED ROCK EXISTING DRIVEWAY BASE ROCK TOP OF PROPOSED ASPHALT SHALL SLOPE -1.5% FROM SOUTH TO NORTH EDGE. SOUTH EDGE OF ACCESS ROAD SHALL MATCH EXISTING GRADE

AutoCAD SHX Text

DRIVEWAY BASE NOTES:

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SD.3

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SD.3

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SD.3

AutoCAD SHX Text LEVEL 2, " DENSE HMAC; 3" THICK 12" DENSE HMAC; 3" THICK 3" THICK; "-0, OR 1"-0, CRUSHED ROCK 34"-0, OR 1"-0, CRUSHED ROCK 10" THICK, 4" -0, CRUSHED ROCK TOP OF PROPOSED ASPHALT SHALL MATCH EXISTING GRADE EXISTING GRADE

AutoCAD SHX Text

NEW DRIVEWAY AREA NOTES:

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AutoCAD SHX Text -1.5%

AutoCAD SHX Text

6" MIN

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CALL BEFORE YOU DIG ! ONE CALL: (800) 332-2344

OAR 952-001-0010 THROUGH OAR 952-001-0090

Sheets and Views

0151-36_C_DET-COVER C.1

0151-36_C-INDEX C.2

0151-36_C-P&P C.3

0151-36_C-P&P C.4

0151-36_C-P&P C.5

0151-36_C_DET-MH DETS SD.1

0151-36_C_DET-RUSA DETS SD.2

0151-36_C_DET-PAVING SD.3

	2024-01-31T11:36:34-0800
Derek M Miller

	2024-01-31T11:40:28-0800
Derek M Miller

	2024-01-31T11:41:03-0800
Derek M Miller

	2024-01-31T11:41:27-0800
Derek M Miller

	2024-01-31T11:41:53-0800
Derek M Miller

	2024-01-31T11:42:20-0800
Derek M Miller

	2024-01-31T11:42:48-0800
Derek M Miller

	2024-01-31T11:43:13-0800
Derek M Miller

File details come from the government source that posted it. Updated Mar 9, 2026.