STANTON PARK CONSTRUCTION PLANS ADDENDUM 1_7-24-24.pdf

PDF 9 MB Posted Jul 3, 2024

Attached to: 24/25-01 International Application Software
Solicitation number: S-P00100-00010882
Issued by: Lane County, Oregon

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Written by GovTribe AI · Mar 9, 2026

This is a construction plans addendum document for Stanton Park Improvements, a project located at 1540 Stanton Park Road in Canyonville, Oregon, managed by Douglas County Parks Department under the direction of Mark Wall. The project involves comprehensive improvements to a recreational RV park and pavilion facility, including site demolition, erosion control, paving, grading, and utility installation. The construction plans addendum was issued on July 24, 2024, with an expiration date of December 31, 2024, and contains detailed engineering specifications prepared by i.e. Engineering, Inc. in Roseburg, Oregon. The plans establish the project number 1540 and include multiple sheets covering existing conditions and demolition, paving and striping, grading, utility systems, and standard construction details. All work must comply with Recreational Parks Oregon Administration Rules Chapter 918, Division 650, and the 2024 Edition of Standard Specifications for Construction prepared by the Oregon Department of Transportation and the American Public Works Association Oregon Chapter.

The construction scope encompasses removal of existing asphalt pavement, installation of new Level 2 dense-grade HMAC pavement with parking lot striping including ADA-accessible spaces, concrete curbing and walkways, two new precast concrete restroom buildings (CXT Precast Cortez and Cheyenne models) with utility stub-ups and connections, a 20-foot pressure-treated wooden Wi-Fi pole, complete water and sanitary sewer utility systems including new water mains, sanitary sewer laterals, storm sewer infrastructure with inlet structures, three septic tank systems with effluent filtration and duplex pumping stations, and RV sanitary hookup stations. The contractor is responsible for all utility connections, obtaining required right-of-way permits from ODOT and local authorities, potholes verification of existing utility locations, maintenance of existing irrigation systems, asbestos-containing material handling per DEQ requirements, and erosion control measures including sediment fencing and compost blankets. All trenches require Class B crushed rock backfill under streets and parking lots, insulated copper toning wire for future utility locating, and minimum ten-foot horizontal separation between water and sewer mains. The project mandates compliance with Oregon's Utility Notification Center rules and requires notification at least two business days prior to excavation by calling 1-800-332-2344.

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SHEET INDEX:

ATTENTION EXCAVATORS:

SURVEYOR:

CIVIL ENGINEER:

GENERAL NOTES

ASBESTOS SPECIAL NOTE

OWNER:

LEGEND

GENERAL STREET IMPROVEMENT NOTES:

GENERAL SANITARY SEWER NOTES

GENERAL WATER NOTES

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

VICINITY MAP

NTS

CITY OF

CANYONVILLE

AutoCAD SHX Text C1 COVER SHEET COVER SHEET C2 EXTG CONDITIONS, DEMO & EROSION CONTROL EXTG CONDITIONS, DEMO & EROSION CONTROL C3 PAVING AND STRIPING PLAN PAVING AND STRIPING PLAN C4 GRADING PLAN GRADING PLAN C5 UTILITY PLAN UTILITY PLAN SD1 STANDARD DETAILS STANDARD DETAILS SD2 STANDARD DETAILS STANDARD DETAILS SD3 STANDARD DETAILS STANDARD DETAILS SD4 STANDARD DETAILSSTANDARD DETAILS

AutoCAD SHX Text 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 OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 800-332-2344.

AutoCAD SHX Text BRENT KNAPP PLS# 81116 PLS# 81116 i.e. ENGINEERING, INC. 809 SE PINE STREET ROSEBURG, OR 97470 (541) 673-0166

AutoCAD SHX Text ERIK RANGER, PE i.e. ENGINEERING, INC. 809 SE PINE STREET ROSEBURG, OR 97470 (541) 673-0166

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1. ALL WORK SHALL COMPLY WITH RECREATIONAL PARKS OREGON ALL WORK SHALL COMPLY WITH RECREATIONAL PARKS OREGON ADMINISTRATION RULES CHAPTER 918, DIVISION 650, LATEST REVISION. 2. 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 3. TRENCH BACKFILL SHALL BE CLASS B (3/4''-0'' CRUSHED ROCK) UNDER TRENCH BACKFILL SHALL BE CLASS B (3/4''-0'' CRUSHED ROCK) UNDER ALL STREETS AND 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. 4. 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. 5. LOCATIONS SHOWN ON ENGINEERING DRAWINGS ARE APPROXIMATE. FIELD LOCATIONS SHOWN ON ENGINEERING DRAWINGS ARE APPROXIMATE. FIELD STAKING OF THE EXACT LOCATION IS THE RESPONSIBILITY OF THE CONTRACTOR. 6. 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. 7. 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. 8. 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, AND OREGON LAWS 1995, CHAPTER 691, SECTION 7. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. 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).

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 MARK WALL PARKS DEPARTMENT DIRECTOR DOUGLAS COUNTY PARKS DEPARTMENT 1036 SE DOUGLAS AVENUE ROSEBURG, OR 97470 (541) 957-7001

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TFC BFC AC CONC FF FG OG

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ELEV.

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EXISTING CONTOUR ELEV.

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(ELEV.)

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NEW ELECTRICAL CONDUIT

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NEW CONTOUR ELEV.

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SAW CUT

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EXISTING CABLE TV

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EXISTING EDGE OF AC OR GRAVEL

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EXISTING POWER (OVERHEAD)

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EXISTING POWER (UNDERGROUND)

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NEW UNDERGROUND (TV, POWER, PHONE)

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EXISTING GAS

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EXISTING RIGHT-OF-WAY

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NEW RIGHT-OF-WAY

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EXISTING FENCE

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NEW FENCE

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EXISTING WATER

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NEW WATER

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EXISTING STORM SEWER (STS)

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NEW STORM SEWER (STS)

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EXISTING SANITARY SEWER (SS)

AutoCAD SHX Text TOP FACE OF CURB BOTTOM FACE OF CURB ASPHALT CONCRETE FINISH FLOOR FINISH GRADE ORIGINAL GROUND

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NEW SANITARY SEWER (SS)

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EXISTING PRESSURE SEWER (PS)

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NEW PRESSURE SEWER (PS)

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SILT FENCE (S-F)

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CURB INLET (CI)

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CATCH BASIN (CB)

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CLEANOUT

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GUY WIRE

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GAS METER

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FIRE HYDRANT

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VALVE

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MANHOLE (MH)

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POWER POLE

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TELEPHONE PEDESTAL

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LIGHT POLE

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MAIL

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MAIL BOX

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WATER METER

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BLOWOFF

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CABLE TV PEDESTAL

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TREE (EVERGREEN)

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TREE (DECIDUOUS)

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DETAIL REFERENCE

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SHEET #

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DETAIL #

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FLOW DIRECTION ARROW

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GRILL

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1. ALL ASPHALT PAVEMENT SHALL MEET OREGON STATE HIGHWAY DEPARTMENT STANDARDS. ALL ASPHALT PAVEMENT SHALL MEET OREGON STATE HIGHWAY DEPARTMENT STANDARDS. 2. CONTRACTOR TO ADJUST ALL MANHOLES, VALVE BOXES, AND OTHER INCIDENTAL CONTRACTOR TO ADJUST ALL MANHOLES, VALVE BOXES, AND OTHER INCIDENTAL STRUCTURES TO FINAL GRADE. 3. ALL ASPHALT PAVEMENT SHALL BE LEVEL 2, " DENSE HMAC PER SECTION 00744 OF ALL ASPHALT PAVEMENT SHALL BE LEVEL 2, " DENSE HMAC PER SECTION 00744 OF 12" DENSE HMAC PER SECTION 00744 OF THE STANDARD SPECIFICATIONS.

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1. ALL PRIVATE WATER MAINS AND LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MOST CURRENT OREGON ALL PRIVATE WATER MAINS AND LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MOST CURRENT OREGON ADOPTED PLUMBING CODE AND ITS AMENDMENTS. IN CASES OF CONFLICT THESE SPECIFICATIONS WILL TAKE PRECEDENCE OVER THE STANDARD SPECIFICATIONS. 2. ALL LINES SHALL HAVE TONE WIRE IN TRENCH FOR FUTURE LOCATING. ALL LINES SHALL HAVE TONE WIRE IN TRENCH FOR FUTURE LOCATING. 3. ALL MAINS SHALL BE ASTM 1784 SCH 40 PVC PIPE ALL MAINS SHALL BE ASTM 1784 SCH 40 PVC PIPE 4. THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS AND FITTINGS AS NEEDED. THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS AND FITTINGS AS NEEDED. 5. THE CONTRACTOR SHALL FLUSH, HYDROSTATICALLY TEST AND CHLORINATE ALL NEW WATER MAIN LINES INSTALLED. THE CONTRACTOR SHALL FLUSH, HYDROSTATICALLY TEST AND CHLORINATE ALL NEW WATER MAIN LINES INSTALLED. THE ENGINEER SHALL WITNESS ALL TESTS MADE BY THE CONTRACTOR TO INSURE THEY ARE PERFORMED PROPERLY. TEST SHALL BE DETERMINED BY THE ENGINEER PRIOR TO TESTING. 6. NO OTHER MAJOR UTILITIES SHALL RUN PARALLEL WITHIN THREE (3) FEET OF THE NEW WATER MAIN. NO OTHER MAJOR UTILITIES SHALL RUN PARALLEL WITHIN THREE (3) FEET OF THE NEW WATER MAIN. 7. ALL WORK ASSOCIATED WITH PUBLIC WATER SYSTEM SHALL MEET CITY OF CANYONVILLE STANDARDS AND ALL WORK ASSOCIATED WITH PUBLIC WATER SYSTEM SHALL MEET CITY OF CANYONVILLE STANDARDS AND SPECIFICATIONS.

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1. ALL SANITARY SEWER WORK SHALL BE IN CONFORMANCE WITH CITY OF ALL SANITARY SEWER WORK SHALL BE IN CONFORMANCE WITH CITY OF CANYONVILLE SPECIFICATIONS. 2. SANITARY SEWER PIPE SHALL BE AS NOTED ON PLANS OR AS APPROVED SANITARY SEWER PIPE SHALL BE AS NOTED ON PLANS OR AS APPROVED BY ENGINEER. STANDARD GRAVITY SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D 3034 SDR 35 STANDARDS. 3. ALL GRAVITY SANITARY SEWER MAINLINES AND LATERALS SHALL BE AIR ALL GRAVITY SANITARY SEWER MAINLINES AND LATERALS SHALL BE AIR TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS, UNIBELL B-06.85, AFTER COMPACTION OF BACKFILL. 4. SANITARY SEWER LATERALS FROM THE BUILDING TO THE SEWER MAIN SHALL SANITARY SEWER LATERALS FROM THE BUILDING TO THE SEWER MAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH OREGON ADOPTED 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. 5. CONCRETE SHALL BE CLASS 5 (1-1/2'' MAX AGGREGATE SIZE) WITH 6 CONCRETE SHALL BE CLASS 5 (1-1/2'' MAX AGGREGATE SIZE) WITH 6 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE, WITH A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 P.S.I. AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C-39.86. 6. WHEREVER SEWER LATERALS CROSS WATER LINES WITH LESS THAN 18'' WHEREVER SEWER LATERALS CROSS WATER LINES WITH LESS THAN 18'' VERTICAL CLEARANCE, THE SEWER LATERAL SHALL BE C900 PVC OR DUCTILE IRON PIPE 9' MINIMUM EACH SIDE OF WATER 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

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STANTON RV PARK & PAVILLION IMPROVEMENTS

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PROJECT LOCATION

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MEMORIAL

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STANTON PARK ROAD

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SOUTH UMPQUA RIVER

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

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1. WORK ZONE PROJECT LIMITS BOUNDARY. ALL EXISTING PAVEMENT, WORK ZONE PROJECT LIMITS BOUNDARY. ALL EXISTING PAVEMENT, WALKS, PARK AMENITIES AND UTILITIES TO BE REMOVED. CLEAR AND GRUB AS NEEDED. PROTECT EXISTING PAVILION AND MONUMENTS. FOR FINAL STABILIZATION, SEED DISTURBED ARES WITH COMMERCIALLY AVAILABLE, NATIVE SEED MIX PLACED PER MANUFACTURER'S RECOMMENDATIONS. 2. REMOVE EXISTING STORM CATCH BASIN. REMOVE EXISTING STORM CATCH BASIN. 3. INSTALL EROSION CONTROL INLET PROTECTION. INSTALL EROSION CONTROL INLET PROTECTION. 4. PROTECT EXISTING PLAY STRUCTURE. PROTECT EXISTING PLAY STRUCTURE. 5. INSTALL EROSION CONTROL SEDIMENT FENCE. INSTALL EROSION CONTROL SEDIMENT FENCE. 6. PROTECT EXISTING MONUMENT. PROTECT EXISTING MONUMENT. 7. REMOVE EXISTING RESTROOM. REMOVE EXISTING RESTROOM. 8. INSTALL CONCRETE WASHOUT. NO WASHING OF CONCRETE ONTO THE INSTALL CONCRETE WASHOUT. NO WASHING OF CONCRETE ONTO THE GROUND. 9. REMOVE EXISTING UTILITY POLE AFTER PACIFICORP REMOVES OVERHEAD REMOVE EXISTING UTILITY POLE AFTER PACIFICORP REMOVES OVERHEAD LINES. POLES TO BE RELOCATED FOR WI-FI PLANS. 10. PROTECT EXTG UTILITY POLE. PROTECT EXTG UTILITY POLE. 11. INSTALL CONSTRUCTION ENTRANCE, TYPE 1, INSTALL CONSTRUCTION ENTRANCE, TYPE 1, 12. PROTECT EXISTING TREE WITHIN WORKZONE. ALL OTHER TREES IN PROTECT EXISTING TREE WITHIN WORKZONE. ALL OTHER TREES IN DELINEATED WORK ZONE PROJECT LIMITS.

CONTRACTOR TO POTHOLE ALL EXISTING TIE-IN LOCATIONS. EXISTING UTILITY LOCATIONS SHOWN MAY NOT BE REPRESENTATIVE OF THE EXISTING UTILITY LOCATION. POTHOLING AND VERIFYING SIZE, TYPE, AND LOCATION IS INCIDENTAL TO TIE-INS. CONTRACTOR TO OBTAIN 1200-C AND PROVIDE EROSION PREVENTION AND CONTROL PLAN AND PROVIDE ALL INSPECTION AND DOCUMENTATION AS REQUIRED. CONTRACTOR RESPONSIBLE FOR CLOSING OUT 1200-C PERMIT WHEN COMPLETED. EXISTING IRRIGATION SYSTEM NOT SHOWN. CONTRACTOR TO MAINTAIN EXISTING IRRIGATION SYSTEM FOR LOWER RV PARK AND UPPER GRASS AREA. IRRIGATION WITHIN THE RV PARK WILL BE REPLACED AND CAN BE REMOVED AND CAPPED. INSTALL COMPOST BLANKET OVER EXPOSED AREAS WHEN REQUIRED BY PERMIT.

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1. SAWCUT EXSITING ASPHALT AT MATCH POINTS. REMOVE EXISTING ASPHALT SAWCUT EXSITING ASPHALT AT MATCH POINTS. REMOVE EXISTING ASPHALT AS REQUIRED. MAINTAIN ACCESS TO LOWER PARK AND BOATRAMP. 2. INSTALL LEVEL 2, DENSE GRADE HMAC OVER BASE ROCK PER DETAIL INSTALL LEVEL 2, DENSE GRADE HMAC OVER BASE ROCK PER DETAIL 12 DENSE GRADE HMAC OVER BASE ROCK PER DETAIL 3. INSTALL 4" WIDE, PAINTED WHITE STRIPPING FOR PARKING STALLS, INSTALL 4" WIDE, PAINTED WHITE STRIPPING FOR PARKING STALLS, TYPICAL STALL DIMENSION 9' X 18'. 4. INSTALL PAINTED ISLANDS WITH 4" WIDE WHITE STRIPES AT 2' SPACING INSTALL PAINTED ISLANDS WITH 4" WIDE WHITE STRIPES AT 2' SPACING AND ANGLED AT 36 DEGREES. 5. INSTALL SINGLE, VAN ACCESSIBLE ADA PARKING STALL, WITH ADA INSTALL SINGLE, VAN ACCESSIBLE ADA PARKING STALL, WITH ADA SYMBOL AND STRIPE ISLAND, INSTALL R-8 WITH R7-8a SIGNS ON POLE. 6. INSTALL TWO ADA PARKING STALLS WITH ADA SYMBOL AND STRIPE INSTALL TWO ADA PARKING STALLS WITH ADA SYMBOL AND STRIPE ISLAND, INSTALL R-8 WITH R7-8a SIGNS ON POLE. 7. INSTALL CONCRETE CURB PER DETAIL INSTALL CONCRETE CURB PER DETAIL 8. INSTALL 6' WIDE CONRETE WALK PER DETAIL INSTALL 6' WIDE CONRETE WALK PER DETAIL 9. PROTECT EXISTING PLAY STRUCTRE AND BASE, PROTECT EXISTING PLAY STRUCTRE AND BASE, 10. NEW CXT PRECAST CORTEZ RESTROOM BUILDING TO BE PURCHASED BY NEW CXT PRECAST CORTEZ RESTROOM BUILDING TO BE PURCHASED BY DOUGLAS COUNTY AND PLACED BY CXT. CONTRACTOR TO PROVIDE BUILDING PAD, ALL UNDERGROUND PIPING AND UTILITY STUB UPS AND MAKE ALL FINAL UTILITY CONNECTIONS TO MAKE BUILDING COMPLETE AND FULLY OPERATIONAL. CONTRACTOR TO COORDINATE WITH COUNTY AND CXT FOR DELIVERY OF BUILDING AND ENSURE ADEQUATE ACCESS FOR PLACEMENT OF BUILDING BY CXT. INSTALL NEW ELECTRICAL SERVICE TO BUILDING. VERIFY LOCATION AND CONDUIT REQUIREMENTS WITH BUILDING PLANS. PAD TO BE "-0 ROCK AND MINIMUM OF 6" THICK, PAD TO BE "-0 ROCK AND MINIMUM OF 6" THICK, 34"-0 ROCK AND MINIMUM OF 6" THICK, COMPACTED TO 95% OF OPTIMUM DENSITY PER ASTMD 1557. BEFORE PLACING AGGREGATE, SUBGRADE TO BE PROOFROLLED AND APPROVED. 11. INSTALL CONCRETE VALLEY GUTTER PER DETAIL INSTALL CONCRETE VALLEY GUTTER PER DETAIL 12. REMOVE AND REINSTALL EXISTING STOP SIGN. REMOVE AND REINSTALL EXISTING STOP SIGN. 13. INSTALL PRECAST CONCRETE WHEEL STOP PER DETAIL INSTALL PRECAST CONCRETE WHEEL STOP PER DETAIL 14. NEW CXT PRECAST CHEYENNE RESTROOM BUILDING TO BE PURCHASED NEW CXT PRECAST CHEYENNE RESTROOM BUILDING TO BE PURCHASED BY DOUGLAS COUNTY AND PLACED BY CXT. CONTRACTOR TO PROVIDE BUILDING PAD, ALL UNDERGROUND PIPING AND UTILITY STUB UPS AND MAKE ALL FINAL UTILITY CONNECTIONS TO MAKE BUILDING COMPLETE AND FULLY OPERATIONAL. CONTRACTOR TO COORDINATE WITH COUNTY AND CXT FOR DELIVERY OF BUILDING AND ENSURE ADEQUATE ACCESS FOR PLACEMENT OF BUILDING BY CXT. INSTALL NEW ELECTRICAL SERVICE TO BUILDING. VERIFY LOCATION AND CONDUIT REQUIREMENTS WITH BUILDING PLANS. PAD TO BE "-0 ROCK AND MINIMUM OF 6" THICK, PAD TO BE "-0 ROCK AND MINIMUM OF 6" THICK, 34"-0 ROCK AND MINIMUM OF 6" THICK, COMPACTED TO 95% OF OPTIMUM DENSITY PER ASTMD 1557. BEFORE PLACING AGGREGATE, SUBGRADE TO BE PROOFROLLED AND APPROVED. 15. INSTALL 20' LONG 4"x4" PRESSURE TREATED WOODEN POLE FOR WIFI INSTALL 20' LONG 4"x4" PRESSURE TREATED WOODEN POLE FOR WIFI PER DETAIL 16. INSTALL 3" CONDUIT (2 EACH) w/END CAPS & " IRON RODS, 12" IN INSTALL 3" CONDUIT (2 EACH) w/END CAPS & " IRON RODS, 12" IN 12" IRON RODS, 12" IN LENGTH, MARKING BOTH ENDS 17. RELOCATE EXISTING PARK INFORMATION SIGNSRELOCATE EXISTING PARK INFORMATION SIGNS

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CONCRETE

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ASPHALT

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STRIPED ASPHALT

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GRAVEL

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De sc rip tio n Re v.

Da te Dw g

E, O R, BI

T civil structural surveying architecture planning

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

LEGEND:

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STANTON PARK ROAD

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SOUTH UMPQUA RIVER

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710.25 AC

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712.10 TFC 711.60 BFC

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711.82 TFC 711.32 BFC

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710.96 TFC 710.46 BFC

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710.70 EXTG. CONC

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711.50 TFC 711.00 BFC

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710.85 TFC 710.35 BFC

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710.65 TFC 710.15 BFC

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707.3 AC (MATCH)

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707.8 AC (MATCH)

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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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OREGON

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CONCRETE

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ASPHALT

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STRIPED ASPHALT

GRAVEL

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-1

0, AN

EXPIRES:

De sc rip tio n Re v.

Da te Dw g

E, O R, BI

T civil structural surveying architecture planning

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

KEYED CONSTRUCTION NOTES

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UGV

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STANTON PARK ROAD

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302 LF 1.00%

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4" INV= 708.12

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RIM = 711.00 INV = 709.00

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105 LF S= 0.5%

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RIM = 711.50 INV = 708.48

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40 LF S= 0.5%

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RIM = 711.50 INV = 708.28

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25 LF S= 0.5%

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105 LF S= 1.3%

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142 LF S= 0.5%

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70 LF S= 0.5%

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3,000 GALLON SEPTIC TANK

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68 LF

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4" INV= 709.02

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4" INV= 707.60

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4" INV= 708.7

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59 LF 1.00%

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4" INV= 704.90 RIM = 708.90

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8'" INV 706.6

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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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1. CONNECT NEW 3" PVC WATERLINE TO EXISTING CHECK VALVE CONNECT NEW 3" PVC WATERLINE TO EXISTING CHECK VALVE 2. INSTALL 350-FEET OF 4" PVC 3034 SANITARY LATERAL PIPE, SLOPE AT 1.0%. INVERT AT RESTROOM 708.65. INSTALL 350-FEET OF 4" PVC 3034 SANITARY LATERAL PIPE, SLOPE AT 1.0%. INVERT AT RESTROOM 708.65. 3. INSTALL MAINLINE SS CLEANOUT PER DETAIL 100' MAXIMUM SPACING INSTALL MAINLINE SS CLEANOUT PER DETAIL 100' MAXIMUM SPACING 4. INSTALL 1.5" WATER SERVICE FOR NEW RESTROOM. INSTALL SHUTOFF VALVE AND CHECK VALVE. VERIFY REQUIREMENTS WITH INSTALL 1.5" WATER SERVICE FOR NEW RESTROOM. INSTALL SHUTOFF VALVE AND CHECK VALVE. VERIFY REQUIREMENTS WITH BUILDING MANUFACTURER. 5. RMEOVE EXISTING CATCH BASIN RMEOVE EXISTING CATCH BASIN INSTALL TYPE G-2 CONCRETE INLET GRATE ELEVATION = 706.8 NEW 8" INV IN = 704.9 EXTG 6" OUT = 704.9 6. INSTALL TYPE G-2 CONCRETE INLET. INSTALL TYPE G-2 CONCRETE INLET. GRATE ELEVATION = 708.00 8" INV IN = 705.3 8" INV OUT = 705.3 7. INSTALL 8" STORM SEWER PIPE (ADS N-12, PVC SCH 40, 3034, OR APPROVED EQUAL), LENGTH AND SLOPE PER PLAN. INSTALL 8" STORM SEWER PIPE (ADS N-12, PVC SCH 40, 3034, OR APPROVED EQUAL), LENGTH AND SLOPE PER PLAN. 8. INSTALL TYPE G-2 CONCRETE INLET. INSTALL TYPE G-2 CONCRETE INLET. GRATE ELEVATION = 709.35 8" INV IN = 706.1 8" INV OUT = 706.1 9. INSTALL TYPE G-2 CONCRETE INLET. INSTALL TYPE G-2 CONCRETE INLET. GRATE ELEVATION =710.75 6" INV IN = 706.8 8" INV OUT = 706.8 10. INSTALL 6" STORM SEWER PIPE (ADS N-12, PVC SCH 40, 3034, OR APPROVED EQUAL),, LENGTH AND SLOPE PER PLAN. INSTALL 6" STORM SEWER PIPE (ADS N-12, PVC SCH 40, 3034, OR APPROVED EQUAL),, LENGTH AND SLOPE PER PLAN. 11. INSTALL NYLOPLAST INLINE 8" DUCTILE IRON DRAIN WITH 6" ADAPTER OR EQUAL, GRATE AND INVERT PER PLAN. INSTALL NYLOPLAST INLINE 8" DUCTILE IRON DRAIN WITH 6" ADAPTER OR EQUAL, GRATE AND INVERT PER PLAN. 12. CONNECT 6" STORM TO 8" STORM. CONNECT 6" STORM TO 8" STORM. 13. INSTALL 4" PVC 3034 SS PIPE. LENGTH AND SLOPE PER PLAN. INSTALL 4" PVC 3034 SS PIPE. LENGTH AND SLOPE PER PLAN. 4" PVC 3034 SS PIPE. LENGTH AND SLOPE PER PLAN. . LENGTH AND SLOPE PER PLAN. 14. INSTALL 3" RV SANITARY HOOKUP STATION INSTALL 3" RV SANITARY HOOKUP STATION 15. INSTALL 4" 22 ° SS BEND. INVERT PER PLAN. INSTALL 4" 22 ° SS BEND. INVERT PER PLAN. 12° SS BEND. INVERT PER PLAN. 16. INSTALL 4" SS CARBON FILTER CLEANOUT. INVERT PER PLAN. INSTALL 4" SS CARBON FILTER CLEANOUT. INVERT PER PLAN. 17. INSTALL 4" 11 ° SS BEND. INVERT PER PLAN. INSTALL 4" 11 ° SS BEND. INVERT PER PLAN. 14° SS BEND. INVERT PER PLAN. 18. INSTALL 4" SS WYE. INVERT PER PLAN. INSTALL 4" SS WYE. INVERT PER PLAN. 19. INSTALL 4" 90° SS BEND. INVERT PER PLAN. INSTALL 4" 90° SS BEND. INVERT PER PLAN. 20. VERIFY LOCATION OF WATER & SEWER CONNECTIONS TO BUILDINGS VERIFY LOCATION OF WATER & SEWER CONNECTIONS TO BUILDINGS 21. INSTALL 2" SCH 40 PVC WL. LENGTH PER PLAN. INSTALL 2" SCH 40 PVC WL. LENGTH PER PLAN. 22. INSTALL WATER FAUCET / ELECTRICAL PEDESTAL WITH PROTECTIVE BOLLARDS (NOT SHOWN ON PLAN FOR CLARITY) AS INSTALL WATER FAUCET / ELECTRICAL PEDESTAL WITH PROTECTIVE BOLLARDS (NOT SHOWN ON PLAN FOR CLARITY) AS SHOWN ON DETAIL (NOT SHOWN ON PLAN FOR CLARITY) 23. INSTALL INSTALL 1-2"x2" TEE 2-2" GATEVALVE w/VALVE BOX 24. INSTALL 2" SCH 40 PVC WL 22 ° BEND INSTALL 2" SCH 40 PVC WL 22 ° BEND 12° BEND 25. INSTALL 2" SCH 40 PVC WL 11 ° BEND INSTALL 2" SCH 40 PVC WL 11 ° BEND 14° BEND 26. INSTALL INSTALL 1-2" SCH 40 PVC WL 22 ° BEND 12° BEND 1-2" SCH 40 PVC WL 11 ° BEND 14° BEND 27. INSTALL INSTALL 1-2" SCH 40 PVC WL 90° BEND 1-2" GATEVALVE w/VALVE BOX 28. INSTALL INSTALL 1-2" SCH 40 PVC WL 90° BEND 29. INSTALL 3,000 GALLON CONCRETE SEPTIC TANK WITH DUPLEX PUMPING SYSTEM. FOR DETAIL SEE INSTALL 3,000 GALLON CONCRETE SEPTIC TANK WITH DUPLEX PUMPING SYSTEM. FOR DETAIL SEE 30. INSTALL 800 FEET OF 2" PRESSURE SEWER LINE INSTALL 800 FEET OF 2" PRESSURE SEWER LINE 31. CONNECT PRESSURE SEWER TO EXISTING PRESSURE SEWER WITH PVC CHECK VALVE. VERIFY LOCATION, SIZE AND CONNECT PRESSURE SEWER TO EXISTING PRESSURE SEWER WITH PVC CHECK VALVE. VERIFY LOCATION, SIZE AND ELEVATION. 32. INSTALL 3,000 GALLON CONCRETE GRAVITY SEPTIC TANK WITH EFFLUENT FILTER. FOR DETAILS SEE INSTALL 3,000 GALLON CONCRETE GRAVITY SEPTIC TANK WITH EFFLUENT FILTER. FOR DETAILS SEE 33. INSTALL 1,000 GALLON CONCRETE SEPTIC TANK WITH DUPLEX PUMPING SYSTEM FOR DETAILS SEE INSTALL 1,000 GALLON CONCRETE SEPTIC TANK WITH DUPLEX PUMPING SYSTEM FOR DETAILS SEE 34. INSTALL DUPLEX PUMP CONTROL PANEL INSTALL DUPLEX PUMP CONTROL PANEL 35. CONNECT TO EXISTING 2" WATERLINE. VERIFY LOCATION, SIZE, AND ELEVATION. CONNECT TO EXISTING 2" WATERLINE. VERIFY LOCATION, SIZE, AND ELEVATION. 36. DECOMMISSION EXISTING SEPTIC TANKS. PUMP AND REMOVE ALL SEPTAGE. FILL THE TANK WITH REJECT SAND, BAR-RUN DECOMMISSION EXISTING SEPTIC TANKS. PUMP AND REMOVE ALL SEPTAGE. FILL THE TANK WITH REJECT SAND, BAR-RUN GRAVEL OR OTHER APPROVED MATERIAL. REMOVE ACCESS RISERS AND ELECTRICAL EQUIPMENT. 37. REMOVE DUMP STATION. REMOVE DUMP STATION. 38. INSTALL 1.5" SERVICE WATERLINE WITH SHUT OFF VALVE AND CHECK VALVE FOR NEW SERVICE LINE TO PAVILION. INSTALL 1.5" SERVICE WATERLINE WITH SHUT OFF VALVE AND CHECK VALVE FOR NEW SERVICE LINE TO PAVILION. 39. INSTALL 2" WATER SERVICE FOR NEW RESTROOM. INSTALL SHUTOFF VALVE AND CHECK VALVE. VERIFY REQUIREMENTS WITH INSTALL 2" WATER SERVICE FOR NEW RESTROOM. INSTALL SHUTOFF VALVE AND CHECK VALVE. VERIFY REQUIREMENTS WITH BUILDING MANUFACTURER. 40. INSTALL 4" SS TEE INSTALL 4" SS TEE 41. INSTALL INSTALL 1-2"x3" REDUCER, 1-2"x2" TEE, 2-2" GATEVALVE w/VALVE BOX 42. INSTALL TYPE G-2 CONCRETE INLET INSTALL TYPE G-2 CONCRETE INLET GRATE ELEVATION = 708.8 8" INV IN = 705.72 8" OUT = 705.72 8" OUT = 705.72 43. INSTALL TYPE G-2 CONCRETE INLET INSTALL TYPE G-2 CONCRETE INLET GRATE ELEVATION = 710.5 6" INV OUT = 708.5 44. REMOVE EXISTING DUMP STATION REMOVE EXISTING DUMP STATION 45. CONNECT TO EXISTING GRAVITY SEWER LATERAL, VERIFY SIZE, TYPE, AND LOCATION. CONNECT TO EXISTING GRAVITY SEWER LATERAL, VERIFY SIZE, TYPE, AND LOCATION. 46. VERIFY EXISTING SEWER TIE-IN LOCATIONS. MAINTAIN EXISTING CONNECTION POINT FROM LOWER LEVEL RV PARK. VERIFY EXISTING SEWER TIE-IN LOCATIONS. MAINTAIN EXISTING CONNECTION POINT FROM LOWER LEVEL RV PARK. 47. NSTALL 3" SCH 40 PVC WL. LENGTH PER PLANNSTALL 3" SCH 40 PVC WL. LENGTH PER PLAN

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TYPICAL ROAD/RV SPACE SECTION

PRE-CAST…

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