23GR23 - Construction Drawings - Revised.pdf

PDF 16 MB Posted Feb 20, 2025

Attached to: 23GR23 - Stewart Park Tennis & Pickleball Courts
Solicitation number: S-KR1079-00012889
Issued by: Douglas County, Oregon

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Written by GovTribe AI · Mar 17, 2025

The document is a comprehensive set of construction drawings for the Stewart Park Tennis & Pickleball Courts Project by the City of Roseburg, Oregon, prepared by i.e. Engineering, Inc. The drawings, dated February 13, 2025, detail the complete renovation of existing athletic courts, including demolition of 11 existing tennis courts and construction of 8 new tennis courts and 10 pickleball courts. The project includes associated infrastructure such as fencing, lighting, seating, and utility improvements, with construction scheduled from June 2, 2025, to October 3, 2025. The bid documents indicate a bid due date of March 20, 2025, at 2:00 PM, with subcontractor disclosure forms required by 4:00 PM the same day, and a required 10% bid bond from participants.

The technical specifications reveal complex site conditions, including expansive clay soils that will require specialized construction techniques like cement-treated subgrade or rock base support structures. The project mandates compliance with Oregon Bureau of Labor and Industries (BOLI) prevailing wage requirements and includes provisions for a $500 per day liquidated damages clause for late completion. Contractors must maintain a $30,000 public works bond and demonstrate pay equity compliance, particularly for those with 50+ employees bidding on contracts over $500,000. The drawings provide detailed technical specifications for court surfaces, drainage systems, lighting, fencing, and utility installations, indicating a comprehensive approach to the recreational facility upgrade that will enhance the Roseburg community's sports and recreation infrastructure.

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Other files

File	Type	Posted
23GR23 - Clarification No. 2.pdf	PDF	Feb 20, 2025
23GR23 - Addendum No. 2.pdf	PDF	Feb 20, 2025
23GR23 - Specification Documents 03-10-2025.pdf	PDF	Feb 20, 2025
23GR23 - Clarification No. 1.pdf	PDF	Feb 20, 2025
23GR23 - Geotech Report.pdf	PDF	Feb 20, 2025
sole source determination_YEHP HMIS Data Support final.pdf	PDF	Feb 20, 2025
23GR23 - Construction Drawings - Revised No. 2.pdf	PDF	Feb 20, 2025
23GR23 - Notice of Intent to Award.pdf	PDF	Feb 20, 2025
23GR23 - Construction Drawings.pdf	PDF	Feb 20, 2025
23GR23 - Bid Opening Results.pdf	PDF	Feb 20, 2025
23GR23 - Bid Docs and Specifications.pdf	PDF	Feb 20, 2025
23GR23 - Addendum No. 1.pdf	PDF	Feb 20, 2025

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PROJECT ZONING:

PROPERTY DESCRIPTION:

VICINITY MAP

N.T.S

SHEET INDEX

DEVELOPER/OWNER:

ENGINEER:

PROJECT LOCATION:

UTILITY COMPANIES & CONTACTS

COMPANY CONTACT PHONE FAX

By _________________________________

Date _______________________________

Approved for Development

Approved with Conditions

CITY OF ROSEBURG

Public Works Dept.

Development Plan Review

GENERAL NOTES:

CITY PUBLIC WORKS INSPECTION SCHEDULE

WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENT:

ASBESTOS SPECIAL NOTE

GENERAL PLUMBING NOTES:

QUANTITIES

GEOTECHNICAL REPORT NOTES:

LIGHTING NOTE:

GENERAL WATER NOTES:

LANDSCAPE AND IRRIGATION NOTE:

EROSION CONTROL NOTE

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

C.1

AutoCAD SHX Text TRACT: 73.25 ACRES ZONE: PR (PUBLIC RESERVE) WATER: CITY OF ROSEBURG WATER DEPARTMENT SEWER: (RUSA) ROSEBURG URBAN SANITARY AUTHORITY FIRE: CITY OF ROSEBURG

AutoCAD SHX Text DOUGLAS COUNTY TAX LOT NUMBER: 100 LOCATED IN NE OF SECTION 14, TOWNSHIP 27 S, RANGE 06 W, 14 OF SECTION 14, TOWNSHIP 27 S, RANGE 06 W, WILLAMETTE MERIDIAN, DOUGLAS COUNTY, OREGON

AutoCAD SHX Text C.1 COVER SHEET COVER SHEET C.2 SITE PLAN SITE PLAN C.3 DEMOLITION PLAN DEMOLITION PLAN C.4 GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN C.5 PAVING & STRIPING PLAN PAVING & STRIPING PLAN C.6 UTILITY PLAN UTILITY PLAN C.7 HARDSCAPE PLAN HARDSCAPE PLAN SD.1 STANDARD ROAD & SURFACE DETAILS STANDARD ROAD & SURFACE DETAILS SD.2 STANDARD ROAD & SURFACE DETAILS STANDARD ROAD & SURFACE DETAILS SD.3 STANDARD WATER DETAILS STANDARD WATER DETAILS SD.4 STANDARD STORM & TREE PROTECTION DETAILS STANDARD STORM & TREE PROTECTION DETAILS SD.5 LIGHTING DETAILS LIGHTING DETAILS EC.1 EROSION SHEETS ADDED WITH 90% EROSION SHEETS ADDED WITH 90% EC.2 DEMO & EROSION CONTROL PLAN DEMO & EROSION CONTROL PLAN EC.3 ROAD, UTILITY & VERTICAL CONSTRUCTION ROAD, UTILITY & VERTICAL CONSTRUCTION EC.4 GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN EC.5 HARDSCAPE/FINAL STABILIZATION HARDSCAPE/FINAL STABILIZATION EC.6 EROSION CONTROL DETAILS EROSION CONTROL DETAILS EC.7 EROSION CONTROL DETAILS EROSION CONTROL DETAILS S5.1 SEAT WALL STRUCTURAL DETAILSEAT WALL STRUCTURAL DETAIL

AutoCAD SHX Text CITY OF ROSEBURG 900 SE DOUGLAS AVE ROSEBURG, OR 97470 I.E. ENGINEERING CONTACT: ALEX M. PALM, PE 809 SE PINE STREET ROSEBURG, OR 97470 PHONE: 541-673-0166 FAX: 541-440-9392 1201 NW STEWART PKWY ROSEBURG, OR 97471

AutoCAD SHX Text Avista Utilities Ryan Forsloff 541-440-1162 541-672-571 Ryan Forsloff 541-440-1162 541-672-571 541-440-1162 541-672-571 541-672-571 541-672-571 P.O. Box 1520 Corporate Office 800-659-4427 Corporate Office 800-659-4427 800-659-4427 Roseburg, OR 97470 Century Link/Lumen Lance Harvey 503-416-1541 Lance Harvey 503-416-1541 Lance Harvey 503-416-1541 503-416-1541 Charter Communications Aaron Wilson 541-778-0957 541-672-5193 Aaron Wilson 541-778-0957 541-672-5193 541-778-0957 541-672-5193 541-672-5193 575 W. Harrison Roseburg, OR 97470 Douglas Fast Net Todd Way 541-673-4242 Todd Way 541-673-4242 541-673-4242 480 Oakland Ave., NE Roseburg, OR 97470 Pacific Power Martha Warner 541-679-3642 Martha Warner 541-679-3642 541-679-3642 4025 Old Hwy 99 South Roseburg, OR 97470 Roseburg, City of, Water Dept. Jesten Brenner 541-492-6767 Jesten Brenner 541-492-6767 541-492-6767 900 SE Douglas Daryn Anderson 541-492-6885 Daryn Anderson 541-492-6885 541-492-6885 Roseburg, OR 97470 RUSA Ryon Kershner 541-672-1551 541-672-7548 Ryon Kershner 541-672-1551 541-672-7548 Ryon Kershner 541-672-1551 541-672-7548 541-672-1551 541-672-7548 541-672-7548 1297 NE Grandview PO Box 1185 Roseburg, OR 97470

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 OWNER AT THE OWNERS EXPENSE PRIOR TO DISPOSING OF THE ASBESTOS CONTAINING MATERIAL. FOR INFORMATION ABOUT ASBESTOS RULES, CONTACT THE DEQ WESTERN REGION OFFICE IN MEDFORD, OREGON.

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1. THE 2024 EDITION OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION 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 2. TRENCH BACKFILL SHALL BE CLASS B ( "-0, OR 1"-0 CRUSHED ROCK) TRENCH BACKFILL SHALL BE CLASS B ( "-0, OR 1"-0 CRUSHED ROCK) 34"-0, OR 1"-0 CRUSHED ROCK) WITHIN ALL STREET RIGHT OF WAYS AND UNDER ALL PARKING LOTS, AND CLASS A (SUITABLE EXCAVATED MATERIAL) ELSEWHERE, UNLESS SHOWN DIFFERENT ON TRENCH DETAIL OR IN SPECIFICATIONS. ALL TRENCHES WILL BE COMPACTED WITH HAND-OPERATED PNEUMATIC COMPACTOR. 3. THE CONTRACTOR SHALL REPLACE ANY AND ALL SURVEY MONUMENTS WHICH 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. 4. LOCATIONS SHOWN ON ENGINEERING DRAWINGS ARE APPROXIMATE. LOCATIONS SHOWN ON ENGINEERING DRAWINGS ARE APPROXIMATE. 5. CONTRACTOR SHALL MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF TEN CONTRACTOR SHALL MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET BETWEEN WATER MAINS AND SEWER MAINS MEASURED EDGE TO EDGE OR AS ALLOWED PER SEE OAR 340-052, DIVISION 52, APPENDIX A AND OAR 333-061-0050(9). 6. INSULATED COPPER TONING WIRE APPROVED FOR DIRECT BURY SHALL BE INSULATED COPPER TONING WIRE APPROVED FOR DIRECT BURY SHALL BE PLACED IN ALL TRENCHES WHERE PIPE HAS BEEN LAID. ALL TONE WIRE SHALL BE TESTED PRIOR TO ACCEPTANCE. 7. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES FOR 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 48 HOURS 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. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE ADMINISTRATIVE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). 8. ENGINEER AND CITY TO BE NOTIFIED FOR INSPECTION AS SHOWN ON ENGINEER AND CITY TO BE NOTIFIED FOR INSPECTION AS SHOWN ON SCHEDULE OR AS SPECIFIED IN ''GENERAL NOTES'' FOR THAT SPECIFIC CONSTRUCTION ITEM. 9. 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. 10. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR CONTRACTOR RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR WORKING IN PUBLIC RIGHT OF WAYS. (i.e. ODOT, CITY, COUNTY). 11. COMPACTION TESTING IS REQUIRED ON ALL MAINLINE TRENCHES, SUBGRADE COMPACTION TESTING IS REQUIRED ON ALL MAINLINE TRENCHES, SUBGRADE AND BASE ROCK MATERIALS. TESTING SHALL CONFORM TO SECTION 00405 FOR TRENCHES AND SECTION 00330 FOR SUBGRADE. AGGREGATE BASE MATERIAL SHALL BE PLACED IN CONFORMANCE WITH SECTION 00640 WITH THE EXCEPTION THAT COMPACTION OF EACH LAYER SHALL BE CONTINUED UNTIL A DENSITY OF NOT LESS THAN 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99 (OR 90% AS DETERMINED BY ASTM D 1557 (OR AASHTO T 180)). FREQUENCY OF TESTING SHALL BE A MINIMUM OF 3 TESTS PER LIFT. WHEN QUANTITY EXCEEDS 2000 TONS PER LIFT, THEN ADDITIONAL TESTING IS REQUIRED AT THE RATE OF 3 TESTS PER 2000 TONS. ALL TEST RECORDS SHALL BE SUBMITTED TO THE ENGINEER BY THE FOLLOWING DAY. 12. STANDARD DRAWINGS SHOWN ON PLANS ARE SUBJECT TO CHANGE WITHOUT STANDARD DRAWINGS SHOWN ON PLANS ARE SUBJECT TO CHANGE WITHOUT NOTIFICATION. CONTRACTOR TO VERIFY WITH AGENCY PRIOR TO CONSTRUCTION. 13. A PRE-CONSTRUCTION CONFERENCE WITH THE CITY AND ALL INTERESTED A PRE-CONSTRUCTION CONFERENCE WITH THE CITY AND ALL INTERESTED PARTIES SHALL BE HELD PRIOR TO ANY CONSTRUCTION. 14. CONTRACTOR TO RELOCATE OR INSTALL MAIL BOXES, GROUPED MAIL BOXES, CONTRACTOR TO RELOCATE OR INSTALL MAIL BOXES, GROUPED MAIL BOXES, OR LOCK BOXES AS SHOWN ON PLANS. ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR. 15. CONTRACTOR TO ADJUST ALL MANHOLES, VALVE BOXES, AND OTHER CONTRACTOR TO ADJUST ALL MANHOLES, VALVE BOXES, AND OTHER INCIDENTAL STRUCTURES TO FINAL GRADE. 16. CONCRETE FOR DRIVEWAYS AND SIDEWALKS IN PUBLIC R/W SHALL MEET CONCRETE FOR DRIVEWAYS AND SIDEWALKS IN PUBLIC R/W SHALL MEET ODOT/APWA SPECIFICATIONS. 17. ALL ASPHALT PAVEMENT SHALL BE LEVEL 2, " DENSE HMAC PER SECTION ALL ASPHALT PAVEMENT SHALL BE LEVEL 2, " DENSE HMAC PER SECTION 12" DENSE HMAC PER SECTION 00744 OF THE STANDARD SPECIFICATIONS. ASPHALT DEPTH TO BE ASPHALT DEPTH TO BE VERIFIED WITH THE CITY. 18. CONCRETE FOR DRIVEWAYS AND SIDEWALKS IN THE PUBLIC RIGHT-OF-WAY CONCRETE FOR DRIVEWAYS AND SIDEWALKS IN THE PUBLIC RIGHT-OF-WAY SHALL MEET ODOT/APWA SPECIFICATIONS. DRIVEWAYS SHALL BE 4,000 PSI WITH FIBERMESH OR REBAR, SIDEWALKS SHALL BE 3,300 PSI STRENGTH.

AutoCAD SHX Text CITY OF ROSEBURG SHALL BE NOTIFIED FOR INSPECTION OF PUBLIC FACILITIES AT LEAST 24 HOURS PRIOR TO THE ACCOMPLISHMENT OF THE FOLLOWING STAGES OF CONSTRUCTION. PHONE: 541-492-6730. FAX: 672-2785. 1. ANY STORM SEWER CONSTRUCTION (INCLUDING STRUCTURES) ANY STORM SEWER CONSTRUCTION (INCLUDING STRUCTURES) 2. FINISH SUB-GRADE. (PRIOR TO FABRIC INSTALLATION) FINISH SUB-GRADE. (PRIOR TO FABRIC INSTALLATION) 3. SOIL STABILIZATION FABRIC INSTALLATION SOIL STABILIZATION FABRIC INSTALLATION 4. ANY CONCRETE WORK ANY CONCRETE WORK 5. FINISH BASE COURSE GRADE FINISH BASE COURSE GRADE 6. TELEVISION INSPECTION OF STORM DRAINAGE TELEVISION INSPECTION OF STORM DRAINAGE (PRIOR TO FINAL PAVING) 7. PAVING PAVING NONE OF THE ABOVE ITEMS OF WORK SHALL BE COVERED UNTIL INSPECTED BY THE CITY OF ROSEBURG PUBLIC WORKS.

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BLOWOFF

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NEW WATER SERVICE

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EXISTING WATER SERVICE

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MAIL BOX

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NEW LIGHT POLE

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EXISTING LIGHT POLE

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PHONE PED

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POWER POLE

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NEW MANHOLE (MH)

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EXISTING MANHOLE (MH)

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NEW VALVE

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EXISTING VALVE

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LANDSCAPING

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NEW FIRE HYDRANT

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EXISTING FIRE HYDRANT

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GAS METER

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GUY WIRE

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CLEANOUT

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NEW CATCH BASIN (CB)

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EXISTING CATCH BASIN (CB)

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NEW CURB INLET (CI)

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EXISTING CURB INLET (CI)

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TC AC BW FG FF OG TW TFC BFC WOP WOE

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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 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 PROPERTY LINE TOP OF CURB ASPHALT BACK OF WALK FINISH GRADE FINISH FLOOR ORIGINAL GROUND TOP OF WALK TOP FACE OF CURB BTM FACE OF CURB TOP OF WALL TOE OF WALL

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MAIL

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(ELEV.) ELEV.

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1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A PLUMBING PERMIT FROM THE LOCAL BUILDING DEPARTMENT FOR THE INSTALLATION AND INSPECTION OF ALL ONSITE STORM DRAINAGE AND PRIVATE WATER RELATED INFRASTRUCTURE AT NO ADDITIONAL COST TO THE OWNER. 2. ALL PRIVATE STORM SYSTEMS SHALL HAVE CLEANOUTS AS ALL PRIVATE STORM SYSTEMS SHALL HAVE CLEANOUTS AS REQUIRED BY PLUMBING CODE. CONTRACTOR SHALL BE REQUIRED TO FOLLOW PLUMBING CODE WHEN INSTALLING ALL ASPECTS OF THE PRIVATE STORM SYSTEM. FOR CLARITY, NOT ALL CLEANOUTS AS NEEDED ARE SHOWN ON THIS PLAN SET. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL BENDS, FITTINGS AND APPURTENANCES AS NEEDED TO INSTALL ALL WATER AND STORM SYSTEMS AT NO ADDITIONAL COST TO THE OWNER.

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1. ALL QUANTITIES SHOWN ARE FOR REFERENCE ALL QUANTITIES SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL INDEPENDENTLY VERIFY ALL QUANTITIES PRIOR TO BIDDING THIS PROJECT.

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1. THE "GEOTECHNICAL DESIGN RECOMMENDATIONS UMPQUA VALLEY TENNIS CENTER THE "GEOTECHNICAL DESIGN RECOMMENDATIONS UMPQUA VALLEY TENNIS CENTER OUTDOOR TENNIS COURTS IMPROVEMENTS 1201 NW STEWART PARKWAY ROSEBURG, OREGON" WAS PREPARED BY THE GALLI GROUP ENGINEERING CONSULTING, DATED APRIL 19, 2024 AND ANY SUBSEQUENT UPDATES, SHALL BE CONSIDERED PART OF THESE PLANS AND REFERENCED FOR ALL SITE CONSTRUCTION. 2. EXCAVATION, GRADING, TESTING AND EMBANKMENT PLACEMENT SHALL BE COMPLETED EXCAVATION, GRADING, TESTING AND EMBANKMENT PLACEMENT SHALL BE COMPLETED AS PER RECOMMENDATIONS OF THE REPORT. 3. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER AND THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER AND TESTING FIRM DURING ALL STAGES OF GRADING TO ALLOW FOR SCHEDULING ON SITE VISITS, TESTING, AND SPECIAL INSPECTION. 4. ALL SITE CLEARING AND GRUBBING OF TOPSOIL/ORGANIC MATERIAL SHALL BE PER ALL SITE CLEARING AND GRUBBING OF TOPSOIL/ORGANIC MATERIAL SHALL BE PER THE RECOMMENDATIONS OF THE GEOTECHNICAL EVALUATION REPORT. 5. THIS PROJECT WILL UTILIZE "OPTION ONE (1): TENNIS COURT SUPPORT SECTION - THIS PROJECT WILL UTILIZE "OPTION ONE (1): TENNIS COURT SUPPORT SECTION - CEMENT TREATED SUBGRADE" OR "OPTION TWO (2): TENNIS COURT SUPPORT SECTION - ROCK BASE/SUBBASE (REMOVE AND REPLACE)" OF THE REPORT. CONTRACTOR SHALL SUBMIT BIDS FOR BOTH OPTIONS. 6. IF DETAILS IN THE PLANS DIFFER FROM THOSE OF THE REPORT, THE REPORT SHALL IF DETAILS IN THE PLANS DIFFER FROM THOSE OF THE REPORT, THE REPORT SHALL TAKE PRECEDENCE OVER THE DETAILS.

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1. THE COURT LIGHTING WILL MEET THE STANDARDS AS THE COURT LIGHTING WILL MEET THE STANDARDS AS SET FOURTH IN THE ROSEBURG ZONING ORDINANCE. THE LIGHTS WILL BE DIRECTED AND HOODED SO THEY SHINE ONLY ON THE OUTDOOR TENNIS & PICKLEBALL COURTS FOR THIS SITE.

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1. ALL WATER SYSTEM WORK SHALL BE IN CONFORMANCE WITH ODOT 2024 STANDARD ALL WATER SYSTEM WORK SHALL BE IN CONFORMANCE WITH ODOT 2024 STANDARD SPECIFICATIONS WITH SPECIAL PROVISIONS PROVIDED BY THE CITY. IN CASES OF CONFLICT, THE CITY OF ROSEBURG SPECIAL PROVISIONS SHALL TAKE PRECEDENCE OVER THE STANDARD SPECIFICATIONS. 2. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE ENGINEER AND CONTRACTOR PRIOR TO A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE ENGINEER AND CONTRACTOR PRIOR TO START OF CONSTRUCTION. 3. ALL PIPE FOR WATER MAINLINES SHALL BE THICKNESS CLASS DUCTILE IRON AS SPECIFIED IN ALL PIPE FOR WATER MAINLINES SHALL BE THICKNESS CLASS DUCTILE IRON AS SPECIFIED IN ANSI/AWWA C151/A21.51-09, TABLE 3, UNLESS OTHERWISE SPECIFIED. 4-INCH DI PIPE SHALL BE CLASS 52, 6-INCH DI SHALL BE CLASS 51, AND 8-INCH THROUGH 16-INCH DI SHALL BE CLASS 50. 18-INCH & LARGER DI PIPE SHALL BE CLASS 52. 4. DUCTILE IRON PIPE SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA IN DUCTILE IRON PIPE SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA IN ACCORDANCE WITH ANSI/AWWA C151/A21.51. APPROVED MANUFACTURES INCLUDE: AMERICAN DUCTILE IRON PIPE, MCWANE DUCTILE, AND U.S. PIPE, UNLESS OTHERWISE APPROVED BY THE CITY. 5. ALL METALLIC WATER MAIN PIPE SHALL BE ENCASED WITH V-BIO POLYETHYLENE ENCASEMENT OR ALL METALLIC WATER MAIN PIPE SHALL BE ENCASED WITH V-BIO POLYETHYLENE ENCASEMENT OR APPROVED EQUAL. 6. ALL PIPE FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA UNLESS ALL PIPE FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA UNLESS OTHERWISE APPROVED BY THE CITY. THE ONLY EXCEPTION SHALL BE NON-DOMESTIC DUCTILE IRON FITTINGS MANUFACTURED BY MCWANE DUCTILE (TYLER/UNION) WHICH MEET THE REQUIREMENTS OF AWWA C153 AND C110 AND AS SPECIFIED BY CITY OF ROSEBURG SPECIAL PROVISIONS SECTION 2475. 7. GATE VALVES SHALL BE REDUCED-WALL DUCTILE IRON-BODY, RESILIENT-SEATED GATE VALVES GATE VALVES SHALL BE REDUCED-WALL DUCTILE IRON-BODY, RESILIENT-SEATED GATE VALVES MEETING THE REQUIREMENTS OF AWWA C515. ALL GATE VALVES SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA UNLESS OTHERWISE APPROVED BY THE CITY OF ROSEBURG. APPROVED MANUFACTURES MAKES AND MODELS INCLUDE: AMERICAN FLOW CONTROL SERIES 2500, AMERICAN AVK SERIES 65, CLOW MODEL 2638, KENNEDY KS-RW, OR AN APPROVED EQUAL. 8. FIRE HYDRANT SHALL BE THREE PORT 5-1/4” DRY-BARREL WITH TWO 2-1/2” HOSE NOZZLES FIRE HYDRANT SHALL BE THREE PORT 5-1/4” DRY-BARREL WITH TWO 2-1/2” HOSE NOZZLES DRY-BARREL WITH TWO 2-1/2” HOSE NOZZLES HOSE NOZZLES AND ONE 4-1/2” PUMPER NOZZLE. ALL COMPONENTS OF THE UPPER BARREL SECTION, AND PUMPER NOZZLE. ALL COMPONENTS OF THE UPPER BARREL SECTION, AND LOWER BASE SECTION SHALL BE CONSTRUCTED OF DUCTILE IRION THAT MEETS OR EXCEEDS ALL THE REQUIREMENTS OF ANSI/AWWA C502 WITH A MINIMUM PRESSURE RATING OF 250 PSIG AND BE MANUFACTURED IN THE UNITED STATES OF AMERICA UNLESS OTHERWISE APPROVED BY THE CITY. APPROVED MANUFACTURES MAKES AND MODELS INCLUDE: AMERICAN FLOW CONTROL/WATEROUS PACER WB-67-250, AMERICAN AVK SERIES 2780 NOSTALGIC, KENNEDY GUARDIAN K81DI, OR APPROVED EQUAL. 9. THE CONTRACTOR SHALL HYDROSTATICALLY TEST, AND CHLORINATE ALL NEW WATER MAINLINES THE CONTRACTOR SHALL HYDROSTATICALLY TEST, AND CHLORINATE ALL NEW WATER MAINLINES INSTALLED. THE ENGINEER SHALL WITNESS ALL TESTS MADE BY THE CONTRACTOR TO INSURE THEY ARE PERFORMED PROPERLY. TEST PRESSURES SHALL BE DETERMINED BY THE ENGINEER PRIOR TO THE TEST. 10. THE OWNER / DEVELOPER MUST COORDINATE WITH THE CITY OF ROSEBURG FIRE DEPARTMENT THE OWNER / DEVELOPER MUST COORDINATE WITH THE CITY OF ROSEBURG FIRE DEPARTMENT FOR PAYMENT OF FEES PRIOR TO PUBLIC WORKS SCHEDULING OF FIRE HYDRANT FLOW TESTING. 11. ALL CONSTRUCTION & TESTING IS SUBJECT TO INSPECTION BY THE CITY OF ROSEBURG PUBLIC ALL CONSTRUCTION & TESTING IS SUBJECT TO INSPECTION BY THE CITY OF ROSEBURG PUBLIC WORKS DEPARTMENT AND THE ENGINEER. THE CONTRACTOR SHALL GIVE THE CITY AND THE ENGINEER 48 HOURS NOTICE PRIOR TO BEGINNING CONSTRUCTION AND 24 HOURS NOTICE PRIOR TO TESTING. THE CITY SHALL BE ON SITE TO WITNESS THE INSTALLATION OF JOINT RESTRAINT SYSTEMS. 12. NO OTHER MAJOR UTILITIES SHALL RUN PARALLEL WITHIN THREE (3) FEET OF THE NEW WATER NO OTHER MAJOR UTILITIES SHALL RUN PARALLEL WITHIN THREE (3) FEET OF THE NEW WATER MAIN. 13. RESTRAINED JOINT DUCTILE IRON PIPE AND FITTINGS SHALL BE PROVIDED AS IDENTIFIED ON THE RESTRAINED JOINT DUCTILE IRON PIPE AND FITTINGS SHALL BE PROVIDED AS IDENTIFIED ON THE ENGINEERED CONSTRUCTION DRAWINGS. ALL FITTINGS SHALL BE RESTRAINED TO THE SPECIFIED RESTRAINT DISTANCES AS REQUIRED FOR APPLICATION AND AS SHOWN ON THE ENGINEERED CONSTRUCTION DRAWINGS. OTHERWISE, MECHANICAL RESTRAINTS (I.E. MEGA-LUGS OR APPROVED EQUAL) SHALL BE REQUIRED AT ALL FITTINGS IN ADDITION TO THRUST BLOCKS. WHEN SPECIAL CIRCUMSTANCE DICTATES, THE CITY MAY REQUIRE 100% JOINT RESTRAINT ON ALL FITTINGS. 14. SERVICE WORK SHALL BE PROVIDED BY THE CONTRACTOR. CONTRACTORS CREWS WILL PROVIDE SERVICE WORK SHALL BE PROVIDED BY THE CONTRACTOR. CONTRACTORS CREWS WILL PROVIDE SERVICE LINE FROM MAIN AND SET THE METER BOX. CITY CREWS WILL SET METER AND APPURTENANCES. FOR STANDARD SERVICE CONNECTION SEE CITY STANDARD DRAWINGS. 15. ALL CITY WATER FACILITIES OUTSIDE RIGHT-OF-WAYS SHALL BE WITHIN 15 FT WIDE EASEMENTS ALL CITY WATER FACILITIES OUTSIDE RIGHT-OF-WAYS SHALL BE WITHIN 15 FT WIDE EASEMENTS CENTERED ON THE WATER UTILITY. 16. THE CITY OF ROSEBURG SHALL BE THE SOLE OPERATOR OF ALL WATERLINE VALVES ON THE THE CITY OF ROSEBURG SHALL BE THE SOLE OPERATOR OF ALL WATERLINE VALVES ON THE EXISTING WATER SYSTEM. AT NO TIME SHALL THE CONTRACTOR OPERATE EXISTING VALVES TO SHUT OFF OR PRESSURIZE THE PIPELINE. 17. DETECTABLE MARKING WIRE FOR WATER LINES SHALL BE NO. 12 AWG SOLID COPPER WIRE WITH DETECTABLE MARKING WIRE FOR WATER LINES SHALL BE NO. 12 AWG SOLID COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMWPE) INSULATION. THE HMWPE INSULATED COVER SHALL BE BLUE AND SHALL HAVE A MINIMUM THICKNESS OF 45 MILS. THE WIRE SHALL BE UL RATED FOR 140°F. JOINTS OR SPLICES IN WIRE SHALL BE WATERPROOF. 18. MARKING TAPE SHALL CONSIST OF INERT POLYETHYLENE PLASTIC THAT IS IMPERVIOUS TO ALL MARKING TAPE SHALL CONSIST OF INERT POLYETHYLENE PLASTIC THAT IS IMPERVIOUS TO ALL KNOWN ALKALIS, ACIDS, CHEMICAL REAGENTS AND SOLVENTS LIKELY TO BE ENCOUNTERED IN THE SOIL. THE TAPE SHALL BE A MINIMUM OF 6-INCHES IN WIDTH. THE TAPE SHALL BE BLUE AND SHALL BE IMPRINTED CONTINUOUSLY OVER IT’S ENTIRE LENGTH IN PERMANENT BLACK INK WITH S ENTIRE LENGTH IN PERMANENT BLACK INK WITH THE WORDS “CAUTION BURIED WATER LINE BELOW”. CAUTION BURIED WATER LINE BELOW”. . 19. MARKER BALLS (OMNI MODEL 161 (BLUE) OR APPROVED EQUAL), SHALL BE INSTALLED ON ALL MARKER BALLS (OMNI MODEL 161 (BLUE) OR APPROVED EQUAL), SHALL BE INSTALLED ON ALL PIPE 12-INCHES IN DIAMETER AND GREATER. MARKER BALLS ARE TO BE INSTALLED DIRECTLY ABOVE THE PIPE ALIGNMENT AT A DEPTH NOT LESS THAN 3 FEET AND NOT MORE THAN 4.5 FEET BELOW FINISH GRADE AT A SPACING OF 50 LINEAL FEET ON PIPE WITH STRAIGHT HORIZONTAL ALIGNMENT OR DEFLECTED RADIUS OF CURVATURE AND ALL VERTICAL AND HORIZONTAL BENDS, TEES, CROSSES, GATE VALVES AND TERMINATION POINTS. 20. MATERIAL SUBMITTALS ARE TO BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO MATERIAL SUBMITTALS ARE TO BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO ORDERING MATERIALS. MATERIALS DELIVERED ON-SITE ARE TO BE INSPECTED BY THE CITY PRIOR TO INSTALLATION. 21. WATER MAINS SHALL BE SURVEY STAKED FOR ALIGNMENT AND GRADE PRIOR TO INSTALLATION. WATER MAINS SHALL BE SURVEY STAKED FOR ALIGNMENT AND GRADE PRIOR TO INSTALLATION. 22. PRIOR TO FINAL APPROVAL AND ISSUANCE OF CERTIFICATE OCCUPANCY BY THE CITY, THE PRIOR TO FINAL APPROVAL AND ISSUANCE OF CERTIFICATE OCCUPANCY BY THE CITY, THE FOLLOWING SHALL BE PROVIDED TO THE CITY: 1) COPIES OF RECORDED UTILITY EASEMENTS (IF ANY). COPIES OF RECORDED UTILITY EASEMENTS (IF ANY). 2) AS-BUILT DRAWINGS (PDF AND AUTOCAD FORMAT). AS-BUILT DRAWINGS (PDF AND AUTOCAD FORMAT). 3) ONE YEAR PROJECT GUARANTEE (SIGNED BY CONTRACTOR). ONE YEAR PROJECT GUARANTEE (SIGNED BY CONTRACTOR). 4) CERTIFICATE OF COMPLETION (SIGNED BY ENGINEER)CERTIFICATE OF COMPLETION (SIGNED BY ENGINEER)

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1. THE CITY OF ROSEBURG WILL DESIGN AND INSTALL THE CITY OF ROSEBURG WILL DESIGN AND INSTALL ALL LANDSCAPING AND IRRIGATION REQUIRED.

AutoCAD SHX Text CONTRACTOR SHALL BE REQUIRED TO PROVIDE THEIR OWN EROSION CONTROL SITE INSPECTOR PRIOR TO THE START OF CONSTRUCTION AND MODIFY DEQ PERMIT AS NEEDED TO CHANGE THE INSPECTOR AND RESPONSIBLE PARTY FOR THE PERMIT.

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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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STEWART PARK TENNIS & PICKLEBALL COURTS

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TYPICAL TENNIS COURT LAYOUT

TYPICAL PICKLEBALL COURT LAYOUT

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NEW DRINKING FOUNTAIN WITH SPIGOT

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12' TALL EXTERIOR FENCE

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42" TALL INTERIOR PICKLEBALL FENCES

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12' TALL INTERIOR TENNIS FENCE

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12' TALL EXTERIOR FENCE

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12' TALL EXTERIOR FENCE

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2 STEPS

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2 STEPS

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12' WIDE DOUBLE MAINTENANCE GATE

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12' WIDE DOUBLE MAINTENANCE GATE

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12' WIDE DOUBLE MAINTENANCE GATE

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8' WIDE DOUBLE ELECTRONIC ACCESS GATE

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4.0' GATE (TYP)

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4" LONG CENTER MARK FOR 60' COURT

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4" LONG CENTER MARK

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36' COURT CENTER MARK

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SIDELINE MARK FOR 36' COURT

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78' COURT DOUBLES SIDELINE

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78' COURT SINGLES SIDELINE

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78' COURT SERVICE LINE

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BACK COURT

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RIGHT SERVICE COURT

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LEFT SERVICE COURT

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CENTER ANCHOR STRAP

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TENNIS NET LINE

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CENTER LINE

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SINGLES SIDE LINE

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DOUBLES SIDE LINE

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PLEXIPAVE DARK BLUE (OR APPROVED OTHER)

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WHITE LINE PAINT FOR 78' COURTS

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BLUE LINE PAINT FOR 36' COURTS

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PLEXIPAVE DARK BLUE (OR APPROVED OTHER)

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PLEXIPAVE MEDIUM GREEN (OR APPROVED OTHER)

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PLEXIPAVE GRAY (OR APPROVED OTHER)

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

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S T

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C.3

KEYED DEMOLITIONTION NOTES:

GENERAL DEMOLITION NOTES:

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PROPOSED SAWCUT LINE

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

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1. CLEAR AND GRUB EXISTING GROUND AS NEEDED. REMOVE AND DISPOSE OF ALL ORGANIC CLEAR AND GRUB EXISTING GROUND AS NEEDED. REMOVE AND DISPOSE OF ALL ORGANIC MATERIAL. 2. SAWCUT, REMOVE AND RECYCLE EXISTING ASPHALT. SAWCUT, REMOVE AND RECYCLE EXISTING ASPHALT. 3. REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND WATER LINE. SEE GENERAL NOTE #7 REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND WATER LINE. SEE GENERAL NOTE #7 BELOW. RETURN FIRE HYDRANT TO CITY MAINTENANCE FACILITY. 4. PROTECT EXISTING CATCH BASIN/MANHOLE AND RELATED PIPING. PROTECT EXISTING CATCH BASIN/MANHOLE AND RELATED PIPING. 5. REMOVE AND SAVE EXISTING WATER METER FOR FUTURE USE. REMOVE AND SAVE EXISTING WATER METER FOR FUTURE USE. 6. REMOVE AND DISPOSE OF EXISTING TREES, TO INCLUDE ROOT BALL. REMOVE AND DISPOSE OF EXISTING TREES, TO INCLUDE ROOT BALL. 7. EXISTING FENCE TO BE REMOVED BY OTHERS PRIOR TO CONSTRUCTION. EXISTING FENCE TO BE REMOVED BY OTHERS PRIOR TO CONSTRUCTION. 8. RELOCATE EXISTING POWER STRUCTURE AND RELATED CONDUIT/WIRE, BY OTHERS. SEE RELOCATE EXISTING POWER STRUCTURE AND RELATED CONDUIT/WIRE, BY OTHERS. SEE DEMOLITION NOTE #12 THIS SHEET. 9. RELOCATE EXISTING COMMUNICATION STRUCTURE AND RELATED CONDUIT/WIRE, BY OTHERS. RELOCATE EXISTING COMMUNICATION STRUCTURE AND RELATED CONDUIT/WIRE, BY OTHERS. SEE DEMOLITION NOTE #12 THIS SHEET. 10. REMOVE AND REINSTALL EXISTING BENCH. COORDINATE WITH CITY OF ROSEBURG ON NEW REMOVE AND REINSTALL EXISTING BENCH. COORDINATE WITH CITY OF ROSEBURG ON NEW LOCATION. 11. REMOVE AND SAVE EXISTING SIGN. SEE PAVING SHEET C.5 FOR NEW LOCATION. REMOVE AND SAVE EXISTING SIGN. SEE PAVING SHEET C.5 FOR NEW LOCATION. 12. SAVE AND PROTECT EXISTING IRRIGATION VALVE. SAVE AND PROTECT EXISTING IRRIGATION VALVE. 13. PROTECT AND SAVE EXISTING WATER VALVE. ADJUST VALVE BOX AS NEEDED. PROTECT AND SAVE EXISTING WATER VALVE. ADJUST VALVE BOX AS NEEDED. 14. REMOVE AND DISPOSE OF EXISTING LIGHT POLE, COMPLETE. LIGHT AND POLE TO BE REMOVE AND DISPOSE OF EXISTING LIGHT POLE, COMPLETE. LIGHT AND POLE TO BE RELOCATED BY OTHERS. SEE DEMOLITION NOTE #12 THIS SHEET. 15. SAVE AND PROTECT EXISTING LIGHT POLE. SAVE AND PROTECT EXISTING LIGHT POLE. 16. SAVE AND PROTECT EXISTING POWER/COMMUNICATION STRUCTURE. SAVE AND PROTECT EXISTING POWER/COMMUNICATION STRUCTURE. 17. SAVE AND PROTECT EXISTING FENCE. SAVE AND PROTECT EXISTING FENCE. 18. SAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE AND CONCRETE STAIRS. SAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE AND CONCRETE STAIRS. 19. PROTECT AND SAVE EXISTING TREE PER DETAIL. PROTECT AND SAVE EXISTING TREE PER DETAIL. 20. REMOVE AND DISPOSE OF EXISTING WOODEN STRUCTURE, COMPLETE. SEE GENERAL NOTE REMOVE AND DISPOSE OF EXISTING WOODEN STRUCTURE, COMPLETE. SEE GENERAL NOTE #2 BELOW. 21. REMOVE AND DISPOSE OF EXISTING DITCH INTERCEPTOR. REMOVE AND DISPOSE OF EXISTING DITCH INTERCEPTOR. 22. SAVE AND PROTECT EXISTING STORM PIPE. SAVE AND PROTECT EXISTING STORM PIPE. 23. REMOVE EXISTING CATCH BASIN AND RECONNECT PIPE AS NEEDED. REMOVE EXISTING CATCH BASIN AND RECONNECT PIPE AS NEEDED. 24. PROTECT AND SAVE EXISTING BUILDING.PROTECT AND SAVE EXISTING BUILDING.

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1. PRIOR TO CONSTRUCTION, THE EXISTING PERIMETER CHAIN LINK FENCING WILL PRIOR TO CONSTRUCTION, THE EXISTING PERIMETER CHAIN LINK FENCING WILL BE MOVED AND REUSED BY OTHERS. (NOT PART OF THESE PLANS) 2. PRIOR TO CONSTRUCTION, THE TENNIS CENTER AND THE CITY OF ROSEBURG PRIOR TO CONSTRUCTION, THE TENNIS CENTER AND THE CITY OF ROSEBURG WILL HAVE HEARTWOOD RESOURCES REMOVE AND RECYCLE ANY OF THE INTERNAL WOOD THAT IS RECYCLABLE. THE REMAINDER OF THE INTERNAL WOODEN FENCING WILL NEED TO BE REMOVED AND DISPOSED OF OFF-SITE BY THE CONTRACTOR. IT IS UNKNOWN IF ANY OR ALL OF THE WOOD WILL BE RECYCLED AND THE CONTRACTOR SHOULD TAKE THIS INTO ACCOUNT WHEN BIDDING. NO ADDITIONAL FUNDS OR CHANGE ORDERS WILL BE PROVIDED TO THE CONTRACTOR REGARDING THIS ISSUE. 3. CONTRACTOR SHALL RECYCLE THE EXISTING ASPHALT INTO GRINDINGS AT NO CONTRACTOR SHALL RECYCLE THE EXISTING ASPHALT INTO GRINDINGS AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACTOR SHALL PROTECT EXISTING ABANDONED BUILDING DURING CONTRACTOR SHALL PROTECT EXISTING ABANDONED BUILDING DURING CONSTRUCTION. 5. CONTRACTOR SHALL MAINTAIN ACCESS AND EXISTING TRAFFIC FLOWS INTO THE CONTRACTOR SHALL MAINTAIN ACCESS AND EXISTING TRAFFIC FLOWS INTO THE EXISTING TENNIS CENTER PARKING LOT DURING CONSTRUCTION. 6. CONTRACTOR SHALL PROTECT EXISTING TENNIS CENTER BUILDING DURING CONTRACTOR SHALL PROTECT EXISTING TENNIS CENTER BUILDING DURING CONSTRUCTION. 7. CONTRACTOR SHALL NOT REMOVE EXISTING FIRE HYDRANT UNTIL THE NEW FIRE CONTRACTOR SHALL NOT REMOVE EXISTING FIRE HYDRANT UNTIL THE NEW FIRE HYDRANT HAS BEEN INSTALLED, TESTED, AND IS OPERATIONAL. 8. CONTRACTOR SHALL PROTECT AND MAINTAIN ACCESS TO THE EXISTING CONTRACTOR SHALL PROTECT AND MAINTAIN ACCESS TO THE EXISTING HORSESHOE PIT AREA. 9. PRIOR TO CONSTRUCTION, THE TENNIS CENTER WILL REMOVE ALL NETTING AND PRIOR TO CONSTRUCTION, THE TENNIS CENTER WILL REMOVE ALL NETTING AND OTHER APPURTENANCES THAT CAN BE REUSED BY THE TENNIS CENTER. ALL ITEMS LEFT WILL NEED TO BE REMOVED AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PUBLIC WORKS CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PUBLIC WORKS RIGHT-OF-WAY PERMIT FOR ALL WORK IN BOTH STEWART PARKWAY AND HARVEY AVENUE. IT SHOULD BE NOTED THAT HARVEY AVENUE ADJACENT TO THE TENNIS COURTS IS NOT TECHNICALLY A PUBLIC RIGHT-OF-WAY, IT INSTEAD IS A CITY OWNED TAX LOT. FOR THE PURPOSE OF THIS PROJECT, IT WILL BE TREATED LIKE A PUBLIC RIGHT-OF-WAY. CONTRACTOR SHALL ALSO SUBMIT FOR REVIEW AND APPROVAL A TRAFFIC CONTROL PLAN TO THE CITY OF ROSEBURG FOR APPROVAL AS NEEDED FOR THE INSTALLATION OF THE NEW SIDEWALKS ALONG HARVEY AVENUE. 11. CONTRACTOR SHALL INSTALL A CROSSWALK CLOSED SIGN AND RELATED NEEDED CONTRACTOR SHALL INSTALL A CROSSWALK CLOSED SIGN AND RELATED NEEDED SIGNAGE DURING CONSTRUCTION FOR THE EXISTING CROSSWALK ON HARVEY AVENUE. 12. SOME UTILITIES WILL NEED TO BE RELOCATED DURING DEMOLITION. CONTRACTOR SOME UTILITIES WILL NEED TO BE RELOCATED DURING DEMOLITION. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL AFFECTED UTILITY COMPANIES AS NEEDED IN THE RELOCATION OF EXISTING INFRASTRUCTURE. THESE UTILITIES WILL BE RELOCATED AT THE RESPECTIVE UTILITY COMPANY'S EXPENSE PER THE FRANCHISE AGREEMENT WITH THE CITY OF ROSEBURG.

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C.4

ADA PARKING DETAIL

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ADA RAMP DETAIL

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KEYED STORM CONSTRUCTION NOTES: GENERAL STORM CONSTRUCTION NOTES:

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2 STEPS @ 0.42'

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EXISTING COURT EDGE

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SEE ADA RAMP DETAIL

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SEE ADA PARKING DETAIL

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SECTION A-A

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1. INSTALL DITCH INTERCEPTOR PER DETAIL. INVERTS PER PLAN. INSTALL DITCH INTERCEPTOR PER DETAIL. INVERTS PER PLAN. 2. INSTALL N-12 CORRUGATED STORM PIPE PER DETAIL. LENGTH, SIZE AND SLOPE PER PLAN. INSTALL N-12 CORRUGATED STORM PIPE PER DETAIL. LENGTH, SIZE AND SLOPE PER PLAN. 3. INSTALL RIBBON DRAIN PER DETAIL. CONNECT 4" PIPE TO NEW STORM PIPE AS NEEDED. INSTALL RIBBON DRAIN PER DETAIL. CONNECT 4" PIPE TO NEW STORM PIPE AS NEEDED. 4. INSTALL 12" INLINE NYLOPLAST DRAIN WITH 8" OUTLET, PART NUMBER 2712AG08X OR APPROVED INSTALL 12" INLINE NYLOPLAST DRAIN WITH 8" OUTLET, PART NUMBER 2712AG08X OR APPROVED EQUAL. INSTALL DUCTILE IRON PEDESTRIAN GRATE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ADJUST RIM AS NEEDED TO FINISHED GRADE. 5. INSTALL CLEANOUT PER DETAIL AS NEEDED PER PLUMBING CODE. PLEASE NOTE, CLEANOUTS INSTALL CLEANOUT PER DETAIL AS NEEDED PER PLUMBING CODE. PLEASE NOTE, CLEANOUTS ARE NOT SHOWN ON PLANS. SEE GENERAL STORM NOTE #5 THIS SHEET. 6. CONNECT TO EXISTING PIPE WITH INSERTA-TEE OR CUT-IN FABRICATED TEE. SEE GENERAL NOTES CONNECT TO EXISTING PIPE WITH INSERTA-TEE OR CUT-IN FABRICATED TEE. SEE GENERAL NOTES #1 & #2 THIS SHEET. 7. CONSTRUCT "V" DITCH PER DETAIL. SLOPE AS NEEDED TO ALLOW POSITIVE DRAINAGE TOWARD CONSTRUCT "V" DITCH PER DETAIL. SLOPE AS NEEDED TO ALLOW POSITIVE DRAINAGE TOWARD DITCH INTERCEPTOR OR DETENTION POND. 8. CONNECT TO EXISTING STORM PIPE AS NEEDED.CONNECT TO EXISTING STORM PIPE AS NEEDED.

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1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL FITTINGS, BENDS AND CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL FITTINGS, BENDS AND APPURTENANCES AS NEEDED TO CONNECT STORM SYSTEMS AT NO ADDITIONAL COST. 2. CONTRACTOR SHALL POTHOLE ALL STORM AT TIE-INS AND CROSSINGS TO VERIFY SIZE, DEPTH AND CONTRACTOR SHALL POTHOLE ALL STORM AT TIE-INS AND CROSSINGS TO VERIFY SIZE, DEPTH AND MATERIAL OF EXISTING STORM INFRASTRUCTURE PRIOR TO CONSTRUCTION AND CONTACT ENGINEER IF THE INVERTS DO NOT MATCH PLANS. 3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SAFETY MEASURES AS NEEDED AT ALL MAIN ACCESS ROADS. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SAFETY MEASURES AS NEEDED AT ALL MAIN ACCESS ROADS. 4. CONTRACTOR SHALL CONNECT/RECONNECT ROOF DRAINS TO NEW STORM SYSTEM AS NEEDED AT NO CONTRACTOR SHALL CONNECT/RECONNECT ROOF DRAINS TO NEW STORM SYSTEM AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL CLEANOUTS REQUIRED BY PLUMBING CODE TO REMAIN OUTSIDE OF COURT AREA.ALL CLEANOUTS REQUIRED BY PLUMBING CODE TO REMAIN OUTSIDE OF COURT AREA.

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S T

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ENTRANCE

TO YMCA

TO PARKING LOT

FOR UVTC & GOLF

COURSE

UMPQUA VALLEY

TENNIS CENTER

INDOOR BUILDING

UMPQUA VALLEY

TENNIS CENTER

PARKING LOT

SCALE:

1"=20'

10' 20' 40'

-2

3, DT

EXPIRES:

De sc rip tio n Re v.

Da te Dw g

N W

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, O R

T civil structural surveying architecture planning

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

C.5

KEYED CONSTRUCTION NOTES:

GENERAL STRIPING NOTES:

GENERAL CONSTRUCTION NOTES:

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11 TOTAL

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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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58073PE

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OREGON

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1. CONSTRUCT TENNIS/PICKLEBALL COURT ASPHALT SURFACE PER SECTION DETAIL. SEE CONSTRUCT TENNIS/PICKLEBALL COURT ASPHALT SURFACE PER SECTION DETAIL. SEE GENERAL CONSTRUCTION NOTE #3 THIS SHEET. INSTALL LIQUID APPLIED ACRYLIC SURFACE LIQUID APPLIED ACRYLIC SURFACE SYSTEM (NON-CUSHIONED) COATING ON COURT PER MANUFACTURER'S RECOMMENDATIONS. SEE COATING ON COURT PER MANUFACTURER'S RECOMMENDATIONS. SEE OATING ON COURT PER MANUFACTURER'S RECOMMENDATIONS. SEE GENERAL STRIPING NOTE #6 BELOW. SEE HARDSCAPE PLAN SHEET C.5 FOR MORE DETAIL. SEE HARDSCAPE PLAN SHEET C.5 FOR MORE DETAIL. 2. CONSTRUCT SIDEWALK PER SECTION DETAIL. WIDTH PER PLAN.

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File details come from the government source that posted it. Updated Mar 17, 2025.