RFB 243 WHISTLERS BEND RV PARK 7-9-2026.pdf

PDF 4 MB Posted Jul 13, 2026

Attached to: RFB 243 Whister's Bend RV Improvements
Solicitation number: S-C00100-00017462
Issued by: Oregon

About this file

Written by GovTribe AI · Jul 15, 2026

This is a Request for Bids (RFB 243) document issued by Douglas County Parks Department for improvements to Whistler's Bend RV Park located in Roseburg, Oregon. The project scope encompasses comprehensive site improvements including asphalt pavement installation, utility infrastructure (water and sanitary sewer systems), grading and drainage, drainfield construction, and associated site work. The engineering plans prepared by i.e. Engineering, Inc. detail 34 RV parking sites, yurt facilities, and support infrastructure requiring demolition of existing elements, installation of new 3-inch and 4-inch sanitary sewer lines, 3-inch water mainlines, storm drainage systems, and site grading. The project document expires December 31, 2026, with the bid submission deadline referenced as July 9, 2026.

The bid specifications require contractors to comply with Recreational Parks Oregon Administration Rules Chapter 918, Division 650, the 2024 Edition of Standard Specifications for Construction prepared by the Oregon Department of Transportation and American Public Works Association Oregon Chapter, and applicable Oregon Utility Notification Center regulations. Key requirements include asphalt pavement meeting Level 2 dense HMAC standards, PVC Schedule 40 piping for water systems, stainless steel piping for sanitary systems, proper installation of utility tone wire, thrust blocks at bends and fittings, and comprehensive system testing and chlorination. The contractor is responsible for obtaining all permits, conducting erosion and sediment control planning with DEQ 1200-C permit acquisition, managing asbestos-containing materials in accordance with DEQ guidelines, replacing affected survey monuments through a licensed surveyor, and maintaining minimum 10-foot horizontal separation between water and sewer mains. Additional obligations include field verification of existing utility locations, proper handling of existing septic tanks and well infrastructure, removal of specified trees and structures, and coordination with the City of Canyonville for public water system compliance.

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Other files

File	Type	Posted
RFB 243 Whistlers Bend Phase II Bid Prospectus.pdf	PDF	Jul 13, 2026
RFB 243 General Conditions for Construction Contracts.pdf	PDF	Jul 13, 2026
RFB 243 2026-0 6-18 Electrical Plans.pdf	PDF	Jul 13, 2026
RFB 243 Grant Agreement Attachment C.pdf	PDF	Jul 13, 2026

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SHEET INDEX:

ATTENTION EXCAVATORS:

SURVEYOR:

CIVIL ENGINEER:

GENERAL NOTES

ASBESTOS SPECIAL NOTE

OWNER / OPERATOR:

LEGEND

GENERAL STREET IMPROVEMENT NOTES:

GENERAL WATER NOTES

VICINITY MAP

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EXPIRES:

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C.1

AutoCAD SHX Text C1 COVER SHEET COVER SHEET C2 EXTG CONDITIONS AND DEMO EXTG CONDITIONS AND DEMO C3 SITE PLAN SITE PLAN C4 UTILITY PLAN UTILITY PLAN C5 RV PARK GRADING PLAN RV PARK GRADING PLAN C6 UPPER YURT PAVING & GRADING PLAN UPPER YURT PAVING & GRADING PLAN SD1 STANDARD DETAILS STANDARD DETAILS SD2 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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NEW PRESSURE SEWER (PS)

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CLEANOUT

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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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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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HORSESHOE PIT

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GRILL

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SITE DESIGNATION

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SITE

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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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WHISTLER'S RV PARK IMPROVEMENTS

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1. PROTEXT EXTG RESTROOM. PROTEXT EXTG RESTROOM. 2. PROTECT EXTG SEPTIC TANK. PROTECT EXTG SEPTIC TANK. 3. PROTECT EXTG WELL HOUSE. PROTECT EXTG WELL HOUSE. 4. PROTECT EXTG TRANSFORMERS AND ELECTRICAL PANELS, AND ALL MAINLINE POWER PROTECT EXTG TRANSFORMERS AND ELECTRICAL PANELS, AND ALL MAINLINE POWER BETWEEN TRANSFORMERS. 5. PROTECT YURTS. PROTECT YURTS. 6. PROTECT EXTG FENCE. PROTECT EXTG FENCE. 7. MAINTAIN GRAVEL ACCESS. MAINTAIN GRAVEL ACCESS. 8. REMOVE AND RELOCATE EXTG WI-FI POLE REMOVE AND RELOCATE EXTG WI-FI POLE 9. PROTECT EXG WI-FI POLE IN PLACE. PROVIDE NEW POWER AS REQUIRED. PROTECT EXG WI-FI POLE IN PLACE. PROVIDE NEW POWER AS REQUIRED. 10. INSTALL NEW WI-FI POLE INSTALL NEW WI-FI POLE 11. REMOVE TREES. REMOVE TREES. 12. DRAINFIELD TEST PIT LOCATIONSDRAINFIELD TEST PIT LOCATIONS

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEVELOP AN EROSION AND SEDIMENT CONTROL PLAN AND OBTAIN A 1200-C PERMIT FROM DEQ. CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS AND CLOSE OUT PERMIT AS REQUIRED. 2. REMOVE GRAVEL FROM PROPOSED LANDSCAPED AREAS. REMOVE GRAVEL FROM PROPOSED LANDSCAPED AREAS. 3. ALL TREES IN THE DRAINFIELD AREA TO BE REMOVED. ALL TREES IN THE DRAINFIELD AREA TO BE REMOVED. 4. SAWCUTS OF EXISTING ASPHALT ARE TO BE AT LEAST TWO SAWCUTS OF EXISTING ASPHALT ARE TO BE AT LEAST TWO FEET FROM THE EDGE OF EXISTING ASPHALT AND TO BE A NEAT AND CLEAN EDGE WHERE NEW PAVEMENT WILL BE PLACED. 5. REMOVE ALL EXISTING ELECTRICAL SERVICES, FIRE PITS, REMOVE ALL EXISTING ELECTRICAL SERVICES, FIRE PITS, SEWER CONNECTIONS, WATER SERVICES, AND MISCELLANEOUS ITEMS THROUGH OUT THE CAMPGROUND.

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1. SAWCUT EXISTING ASPHALT TO NEAT EDGE. REMOVE EXISTING ASPHALT AS REQUIRED. SAWCUT EXISTING ASPHALT TO NEAT EDGE. REMOVE EXISTING ASPHALT AS REQUIRED. 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. PAINT WHITE ARROW PER ODOT STANDARDS PAINT WHITE ARROW PER ODOT STANDARDS 4. PAINT WHITE PARKING STRIPES PAINT WHITE PARKING STRIPES 5. PAINT ADA PARKING STALL AND ACCESS AISLE AND INSTALL SIGN PER DETAILPAINT ADA PARKING STALL AND ACCESS AISLE AND INSTALL SIGN PER DETAIL

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4" INV 643.91

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4" INV 643.70

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4" INV 641.45

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120 LF

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6" INV= 638.06

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OREGON

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1. CONNECT NEW 3" PVC WATERLINE TO EXISTING WATERLINE CONNECT NEW 3" PVC WATERLINE TO EXISTING WATERLINE 2. INSTALL 3" SCH 40 PVC WATERLINE. LENGTH PER PLAN. INSTALL 3" SCH 40 PVC WATERLINE. LENGTH PER PLAN. 3. INSTALL 3" SCH 40 PVC WL BEND INSTALL 3" SCH 40 PVC WL BEND 4. INSTALL INSTALL 1-2"X3" SCH 40 PVC WL TEE 5. INSTALL WATER FAUCET/ELECTRIAL PEDESTAL WITH PROTECTIVE INSTALL WATER FAUCET/ELECTRIAL PEDESTAL WITH PROTECTIVE BOLLARDS (NOT SHOWN ON PLAN FOR CLARITY) AS SHOWN ON DETAIL 6. INSTALL 6" PVC 3034 SS PIPE. LENGTH & SLOPE PER PLAN. INSTALL 6" PVC 3034 SS PIPE. LENGTH & SLOPE PER PLAN. 7. INSTALL 4" PVC 3O34 SS PIPE, LENGTH & SLOPE PER PLAN. INSTALL 4" PVC 3O34 SS PIPE, LENGTH & SLOPE PER PLAN. 8. INSTALL 6"x4" SS TEE w/6"x4" ECCENTRIC REDUCER. INSTALL 6"x4" SS TEE w/6"x4" ECCENTRIC REDUCER. INVERT PER PLAN. 9. INSTALL 6" SS CARBON FILTER CLEANOUT. INVERT PER PLAN. INSTALL 6" SS CARBON FILTER CLEANOUT. INVERT PER PLAN. 10. INSTALL 6"x4" SS TEE, INVERT PER PLAN. INSTALL 6"x4" SS TEE, INVERT PER PLAN. 11. INSTALL 3" SANITARY HOOK UP STATION WITH 3" SS SERVICE LINE INSTALL 3" SANITARY HOOK UP STATION WITH 3" SS SERVICE LINE 12. INSTALL INSTALL 1-3"x3" SCH 40 PVC WL TEE 3-3" GATE VALVES w/VALVEBOX 13. CONNECT TO EXISTING RESTROOM SANITARY SEWER, VERIFY INVERT. CONNECT TO EXISTING RESTROOM SANITARY SEWER, VERIFY INVERT. 14. CONNECT TO EXISTING RESTROOM WATER SERVICE. CONNECT TO EXISTING RESTROOM WATER SERVICE. 15. EXISTING 3,000 GALLON TANK TO REMAIN. PUMP AND REMOVE ALL EXISTING 3,000 GALLON TANK TO REMAIN. PUMP AND REMOVE ALL SEPTAGE. CONNECT EXISTING TANK TO NEW SANITARY SEWER. 16. INSTALL SS CLEANOUT. MATCH PIPE SIZE. INSTALL SS CLEANOUT. MATCH PIPE SIZE. 17. INSTALL 6" SS BEND. INVERT PER PLAN. INSTALL 6" SS BEND. INVERT PER PLAN. 18. INSTALL 4" SS BEND. INVERT PER PLAN. INSTALL 4" SS BEND. INVERT PER PLAN. 19. INSTALL 4"x4" SS WYE OR TEE. INVERT PER PLAN. INSTALL 4"x4" SS WYE OR TEE. INVERT PER PLAN. 20. INSTALL 2" WATERLINE FOR EXISTING RESTROOM. INSTALL 2" WATERLINE FOR EXISTING RESTROOM. 21. INSTALL 1" WATER SERVICE. INSTALL 1" WATER SERVICE. 22. INSTALL TWO, 2" PRESSURE SEWER LINE TO AUTOMATIC INSTALL TWO, 2" PRESSURE SEWER LINE TO AUTOMATIC DISTRIBUTION VALVE. 23. INSTALL STANDARD DRAINFIELD SYSTEM. INSTALL STANDARD DRAINFIELD SYSTEM. 24. INSTALL 3"x3" SCH 40 PVC WL TEE INSTALL 3"x3" SCH 40 PVC WL TEE 25. INSTALL 4"x4" SS TEE. INVERT PER PLAN. INSTALL 4"x4" SS TEE. INVERT PER PLAN. 26. INSTALL 6606 ORENCO AUTOMATIC DISTRIBUTION VALVE. INSTALL 6606 ORENCO AUTOMATIC DISTRIBUTION VALVE. 27. INSTALL 2" PVC PIPES TO HYDROSPLITTERS LOCATED AT EACH INSTALL 2" PVC PIPES TO HYDROSPLITTERS LOCATED AT EACH CELL. HYDROSPLITTERS TO HAVE APPROPRIATE NUMBER OF CONNECTIONS. 28. EXISTING 3,000 GALLON PUMP TO REMAIN. PUMP AND REMOVE EXISTING 3,000 GALLON PUMP TO REMAIN. PUMP AND REMOVE ALL SEPTAGE. REMOVE EXISTING PUMPS. INSTALL NEW DUAL ALTERNATING PUMP SYSTEM. CONTRACTOR RESPONSIBLE FOR ALL NEEDED WIRING AND PLUMBING SEE DETAILS. 29. INSTALL NEW 3,0000 GALLON CONCRETE SEPTIC TANK. INVERT INSTALL NEW 3,0000 GALLON CONCRETE SEPTIC TANK. INVERT OUT 636.30. TOP OF LID 640.30 30. INSTALL NEW 3,000 GALLON CONCRETE SEPTIC TANK WITH SCREEN INSTALL NEW 3,000 GALLON CONCRETE SEPTIC TANK WITH SCREEN ON OUTLET. INVERT OUT 636.57, TOP OF LID 640.50. 31. INSTALL 6" SS TEE INSTALL 6" SS TEE 32. INSTALL 6" PLUG VALVE INSTALL 6" PLUG VALVE

1. DRAINFIELD TO USE INFILTRATOR QUICK5 EQUALIZER 36 CHAMBERS DRAINFIELD TO USE INFILTRATOR QUICK5 EQUALIZER 36 CHAMBERS OR EQUAL. MINIMUM DEPTH OF TRENCH TO BE 24 INCHES AND MAXIMUM DEPTH TO BE 36 INCHES. BOTTOM OF TRENCH TO BE FLAT NO MORE THAN PLUS OF MINUS ONE INCH DIFFERENCES. TRENCH TO BE 24 INCHES WIDE. INSTALL CHAMBERS PER MANUFACTURES RECOMMENDATIONS. THERE SHALL BE A MINIMUM OF 8 FEET OF UNDISTURBED MATERIAL BETWEEN EACH TRENCH. ALL DEQ AND OREGON STATE LAWS TO BE FOLLOWED FOR SEPTIC SYSTEM INSTALLATION. INSTALL INSPECTION PORT ON EACH LATERAL. PAYMENT FOR THE DRAINFIELD WILL BY THE FOOT AND WILL INCLUDE ALL EXCAVATION, INSTALLATION OF CHAMBERS, ALL INSPECTION PORTS, END CAPS, PIPE CONNECTIONS, BACKFILLING, AND REQUIRED AGENCY INSPECTIONS.

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KEYED UTILITY NOTES:

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1. INSTALL ONE, 3" LIFT OF LEVEL 2, " DENSE GRADED ASPHALT INSTALL ONE, 3" LIFT OF LEVEL 2, " DENSE GRADED ASPHALT 12" DENSE GRADED ASPHALT PAVEMENT OVER EXISTING ROCK. REGRADE AND ADD ROCK AS REQUIRED TO MEET NEW GRADES. 2. INSTALL CONCRETE WHEEL STOP INSTALL CONCRETE WHEEL STOP 3. PAINT PARKING LINES AND ACCESS AISLE IN 4 INCH WHITE PAINT PARKING LINES AND ACCESS AISLE IN 4 INCH WHITE STRIPES. 4. LEAVE 4'x4' SQUARE CUT OUT OF PAVEMENT FOR FUTURE FIRE LEAVE 4'x4' SQUARE CUT OUT OF PAVEMENT FOR FUTURE FIRE PIT. VERIFY LOCATION WITH OWNER. 5. WATER SERVICE TO BE RELOCATED BY OWNER. WATER SERVICE TO BE RELOCATED BY OWNER. 6. SAWCUT MATCH EXISTING ASPHALT.SAWCUT MATCH EXISTING ASPHALT.

TYPICAL ASPHALT SECTION

PRE-CAST CONCRETE WHEEL STOP

CONCRETE SOLID WASTE PAD DETAIL

NTS

SINGLE ACCESSIBLE PARKING SPACE

RV CONCRETE SLAB SECTION

FIRE RING DETAIL

NTS

TYPICAL FAUCET DETAIL

BOLLARD BASE DETAIL

TYPICAL RV SPACE

NTS

TYPICAL WIFI POLE

NTS

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3'' ASPHALT

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COMPACTED SUBBASE

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SUBGRADE GEOTEXTILE FABRIC

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1) CURB STOPS TO BE 6' IN LENGTH AT CURB STOPS TO BE 6' IN LENGTH AT CAR PARKING STALLS AND 8' IN LENGTH AT RV STALLS 2) CURB STOPS TO BE INSTALLED IN CURB STOPS TO BE INSTALLED IN CENTER OF PARKING SPACE AS DIRECTED BY THE ENGINEER

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FINISH SURFACE

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2-#5 BARS

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AC PAVEMENT

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4" THICK CONCRETE, 3300 PSI 6" THICK 1"-0 CRUSHED ROCK COMPACTED SUBGRADE

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KEYED NOTES:

AutoCAD SHX Text GENERAL NOTES: 1. PROVIDE " TOOLED CONTROL JOINTS EVERY 5' PROVIDE " TOOLED CONTROL JOINTS EVERY 5' 14" TOOLED CONTROL JOINTS EVERY 5' 2. PROVIDE " EXPANSION JOINTS EVERY 20' MIINIMUM PROVIDE " EXPANSION JOINTS EVERY 20' MIINIMUM 12" EXPANSION JOINTS EVERY 20' MIINIMUM THROUGH FULL HEIGHT. FILL WITH SEALANT AND " 12" PRE-MOLDED JOINT FILLER.

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FINISHED GRADE

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ACCESS AISLE

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4" PAINTED STRIPES

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30° TYP.

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VAN ACCESSIBLE

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4" CONC SLAB

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34" SCH 40 PVC TO WATER MAINLINE

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34" CHECK VALVE PVC SWING CHECK

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34" 90° BEND

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CONCRETE FOUNDATION

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FINISH GRADE

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24" MIN.

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DOME CONCRETE

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42" (OR AS REQUIRED)

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4" CONC STEEL PIPE (CONCRETE FILLED)

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BOLLARDGARD REFLECTIVE COVER

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SEWER

AutoCAD SHX Text FIRE PIT POUR 12"x12"x12" THICK CONC PAD AROUND ANCHOR BOLTS (2 EACH)

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CONCRETE PATIO

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ASPHALT PARKING AISLES

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8' CURB STOP ON BACK IN SITES

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1"-0" CRUSHED ROCK

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10' MINIMUM SEPARATION

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ELECTRICAL & COMMUNICATIONS CONDUIT. TERMINATE 2' ABOVE FINISH GRADE

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CONCRETE

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30" BOTH WAYS

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ELECTRICAL / WATER SERVICE

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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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TYPICAL CARBON FILTER CLEANOUT DETAIL

NOTE:

TYPICAL MAINLINE GATE VALVE DETAIL

TYPICAL WATER MAINLINE

TRENCH DETAIL

TYPICAL STORM LINE TRENCH DETAIL

TYPICAL 3'' RV SEWER HOOK-UP STATION DETAIL

NOTE:

TYPICAL CLEANOUT w/CAST IRON COVER DETAIL

TYPICAL SERVICE LINE TRENCH DETAIL

Effluent Pumping System - Duplex

Conduit Seal with Stainless Steel Bolts 30" Diameter Fiberglass Gasketed Lid

Duplex Pumping System Top View (NTS)

Model HV 125 AS

Model PF 3010

Model FM 3PJ

PVC Splice Box

30" Diameter Riser

Stainless Steel Bolts 30" Diameter Fiberglass Gasketed Lid with w/Cord Grips

Discharge Assembly (2)

Level Control Float Assembly

Orenco Effluent Pump

Biotube Pump Vault

Tank Shield (typ.)

(Tank Shield not shown)

DUPLEX PUMP CONCRETE SEPTIC TANK

Model DAX2 RO ETM CT Control Panel

30" Diameter Riser

CONCRETE GRAVITY SEPTIC TANK

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3034 CARBON FILTER BY ORENCO

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TONING WIRE (BRING TO SURFACE INSIDE RISER)

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PLACE IN NON-TRAFFIC AREA OR USE TRAFFIC BEARING LID. SEE DETAIL

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FIBERGLASS LID

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21'' FIBERGLASS RISER

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CRUSHED ROCK

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3034 PVC SEWER PIPE

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45° BEND

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3034 PVC SEWER PIPE MAINLINE SIZE

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45° BEND

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PVC PIPE

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AutoCAD SHX Text USE VALVE STEM EXTENSION FOR ALL VALVES w/OPERATING NUT DEEPER THAN 3 FEET

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6'' PVC PIPE ASTM D-3034 (WHITE)

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GATE VALVE

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FINISH GRADE

AutoCAD SHX Text RICH NO. 910 VALVE BOX w/COVER MARKING TO READ ''SEWER'' OR ''WATER'' DEPENDING ON UTILITY

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THREAD BRASS NIPPLE 3" LONG

AutoCAD SHX Text PVC COUPLER FIPTxSL w/SS RETAINER

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PIPE DIA.

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FINISH GRADE

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TONING WIRE (BLUE)

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18'' MIN.

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24'' MIN.

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BEDDING MATERIAL (NATIVE SAND)

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CLASS "A'' OR ''B" BACKFILL MATERIAL DEPENDING ON LOCATION.

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NATIVE SAND BACKFILL

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DEPTH VARIES

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PIPE DIAMETER

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CLASS ''A'' OR ''B'' BACK FILL DEPENDING ON LOCATION.

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BEDDING MATERIAL (NATIVE SAND)

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24" MIN.

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FINISH GRADE

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TONING WIRE

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NATIVE SAND BACKFILL

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STAINLESS STEEL CHAIN ANCHORED TO CAP AND CONCRETE

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EDGE OF RV PAD

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3'' THREADED PLUG

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FINISH GRADE

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SURROUND WITH 24'' SQUARE OF CONCRETE (SLOPE TO CAP)

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3'' PVC CLEANOUT ADAPTER

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3'' SCH 40 DWV PVC (LENGTH AS REQUIRED)

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TONING WIRE

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FLOW

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AutoCAD SHX Text 3" SCH 40 DWV CONNECT TO 4" MAINLINE WITH 4"x3" WYE AND 3034 ADAPTERS

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3'' SCH 40 DWV PVC 45° BEND

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END OF MAINLINES USE (2)45° BENDS IN PLACEOF WYE CONNECTION.

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3'' SCH 40 DWV PVC (LENGTH AS REQUIRED)

AutoCAD SHX Text SCHEDULE 40 w/THREADED PLUG

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4'' PVC CLEANOUT ADAPTER

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TONING WIRE

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12'' MIN.

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FLOW

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FLOW

AutoCAD SHX Text MAINLINE DIA.x 4'' PVC TWO WAY CLEAN OUT TEE

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FINISH GRADE

AutoCAD SHX Text CAST IRON VALVE BOX w/COVER MARKING TO READ ''SEWER''

AutoCAD SHX Text SURROUND w/CONCRETE

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3034 PVC MAINLINE

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CLASS "A", "B" OR "E"(CLSM) FILL MATERIAL DEPENDING ON LOCATION

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TONING WIRE

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BEDDING MATERIAL (3/4" -0" OR 1" -0" CRUSHED ROCK)

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UTILITY

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PIPE DIAMETER

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FINISH GRADE

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24'' MIN.

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6'' MIN. BOTH SIDES OF PIPE

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SD2

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SD2

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SD2

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SD2

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SD2

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SD2

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SD2

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3'' SCH 40 DWV PVC 45° BEND

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AutoCAD SHX Text 1.25" Flexible Hoses (2)

AutoCAD SHX Text 2" PVC Effluent Discharge

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AutoCAD SHX Text Extg. 3,000 gallon concrete tank

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SD2

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SD2

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AutoCAD SHX Text Filter Cartridge Handle

AutoCAD SHX Text (field cut to desired height)

AutoCAD SHX Text Minimum 21" Dia. Access Hole

AutoCAD SHX Text Required with 15" Dia. Filter

AutoCAD SHX Text Tank Adapter (cast or bolted)

AutoCAD SHX Text Vent Orifice

AutoCAD SHX Text Vault Inlet Ports

AutoCAD SHX Text Footing Bracket

AutoCAD SHX Text Filter Cartridge

AutoCAD SHX Text Slope Ground

AutoCAD SHX Text Away from Riser

AutoCAD SHX Text Inlet Tee

AutoCAD SHX Text Fiberglass Gasketed Lid with

AutoCAD SHX Text Stainless Steel Bolts

AutoCAD SHX Text 30" Diameter Riser

AutoCAD SHX Text (bond to tank adapter with

AutoCAD SHX Text recommended adhesive)

AutoCAD SHX Text varies

AutoCAD SHX Text (cast or bolted)

AutoCAD SHX Text Tank Adapter

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AutoCAD SHX Text Effluent Filter

AutoCAD SHX Text (field cut)

AutoCAD SHX Text Effluent Discharge

AutoCAD SHX Text

CONCRETE TANK

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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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	2026-07-09T15:25:47-0700
Erik D. Ranger

	2026-07-09T15:26:16-0700
Erik D. Ranger

	2026-07-09T15:26:32-0700
Erik D. Ranger

	2026-07-09T15:26:45-0700
Erik D. Ranger

	2026-07-09T15:27:02-0700
Erik D. Ranger

	2026-07-09T15:27:16-0700
Erik D. Ranger

	2026-07-09T15:27:32-0700
Erik D. Ranger

	2026-07-09T15:27:44-0700
Erik D. Ranger

File details come from the government source that posted it. Updated Jul 15, 2026.