0271-35 T3_BID SET.pdf

PDF 14 MB Posted Jun 26, 2023

Attached to: IRFP 2023200071 Carbon Offsets/Credits Broker Services
Solicitation number: S-KE0010-00007358
Issued by: Lane County, Oregon

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Written by GovTribe AI · Mar 9, 2026

This is a civil construction plans bid set for the Roseburg High School Softball Field project, prepared by i.e. Engineering, Inc. for the Douglas County School District #4 in Roseburg, Oregon. The project is located at 612 & 618 W Finlay Avenue on a 7.5-acre parcel zoned for single-family residential use. The scope of work includes demolition and erosion control, site preparation, grading and drainage, utility installation, retaining wall construction, concrete and asphalt pavement installation, curb and gutter construction, turf field subbase preparation, water and storm sewer infrastructure, and landscape coordination. The project requires coordination with multiple utility companies including Avista Utilities, Century Link, Charter Communications, Douglas Fast Net, and Pacific Power, as well as City of Roseburg Water Department and RUSA for sewer services. The plans are organized into multiple sheets including a demolition and erosion control plan, site plan, grading and drainage plan, utility plan, and standard details. The contractor must obtain a certified erosion control inspector per Oregon Department of Environmental Quality requirements, and the school district will acquire the necessary NPDES 1200-C permit. The bid set indicates an expiration date of December 31, 2024, and all construction access will be via Finlay Avenue. A pre-construction conference with the city and interested parties is required prior to any construction activities.

The contractor is responsible for obtaining all required permits from the City of Roseburg, Douglas County Building Department, and Oregon Department of Transportation, as well as payment of all associated fees. Trench backfill shall be Class B material within street rights-of-way and parking lots, and Class A material elsewhere. All compaction work must meet 95% compaction standards, and the contractor must utilize laser leveling for all grading work. The project incorporates recommendations from a Geotechnical Study and Report prepared by Pinnacle Engineering, Inc., dated December 21, 2022, which takes precedence in case of conflict with the plans. Materials containing asbestos may be present in underground pipe systems; contractors must follow all federal, state, county, and municipal rules regarding asbestos handling and must engage DEQ-licensed abatement contractors if friable asbestos material is encountered. The contractor shall provide all bends, fittings, and appurtenances needed for utility connections at no additional cost to the owner, and shall maintain a minimum horizontal separation of ten feet between water and sewer mains. A surface CAD file for grading will be provided to the contractor by the design engineer, and finish planarity of the subgrade is specified at ±½ inch per 10 feet.

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File	Type	Posted
2023200071_A1_Carbon Offsets Broker_IRFP.pdf	PDF	Jun 26, 2023
2023200071_G1_Notice of Award.pdf	PDF	Jun 26, 2023

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SHEET INDEX

VICINITY MAP

N.T.S

DEVELOPER:

ENGINEER:

PROJECT LOCATION:

PROJECT ZONING:

UTILITY COMPANIES & CONTACTS

COMPANY CONTACT PHONE FAX

ASBESTOS SPECIAL NOTE

CITY OF ROSEBURG

Public Works Dept.

Development Plan Review

By _________________________________

Date _______________________________

Approved for Development

Approved with Conditions

LEGEND

DISCLAIMER:

GENERAL NOTES:

LIGHTING NOTE:

PLUMBING NOTE:

NO DUMPING!

DRAINS TO RIVER

TYPICAL STORM STENCIL DETAIL

V-DITCH DETAIL

NTS

ASPHALT PAVEMENT SECTION DETAIL

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GEOTECHNICAL NOTES:

REINFORCED CONCRETE SECTION DETAIL

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TYPICAL STORM LINE TRENCH DETAIL

*WATER TRENCH SIMILAR*

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TURF SECTION DETAIL

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STANDARD CURB DETAIL

GENERAL GRADING NOTES

QUANTITIES

EROSION CONTROL

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

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AutoCAD SHX Text C.1 COVER SHEET COVER SHEET C.2 DEMOLITION & EROSION CONTROL PLAN DEMOLITION & EROSION CONTROL PLAN C.3 SITE PLAN SITE PLAN C.4 GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN C.5 UTILITY PLAN UTILITY PLAN SD.1 STANDARD DETAILS STANDARD DETAILS EC.1 EROSION CONTROL DETAILS EROSION CONTROL DETAILS S5.1 RETAINING WALL DETAILSRETAINING WALL DETAILS

AutoCAD SHX Text DOUGLAS COUNTY SCHOOL DISTRICT #4 1419 NW VALLEY VIEW DRIVE ROSEBURG, OR 97471 CONTACT: CHERYL NORTHAM I.E. ENGINEERING CONTACT: ALEX M. PALM, PE 809 SE PINE STREET ROSEBURG, OR 97470 PHONE: 541-673-0166 FAX: 541-440-9392 400 WEST HARVARD ROSEBURG, OR 97470 TRACT: T27S R06W SEC13DB TL05900 THRU 6100 TAX ACCOUNT NO.:R27421, R27413, R27397 & R27389 TAX ID: 270613DB05900 THRU 6100 ZONE: R7.5 - SINGLE FAMILY RESIDENCE 7,500SF MIN COMP. PLAN: LDR - LOW DENSITY RESIDENTIAL WATER: CITY OF ROSEBURG SEWER: RUSA FIRE: CITY OF ROSEBURG

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 Luke Pilon 541-484-7827 Luke Pilon 541-484-7827 Luke Pilon 541-484-7827 541-484-7827 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 Shannon Watson 541-679-3671 541-679-3626 Shannon Watson 541-679-3671 541-679-3626 541-679-3671 541-679-3626 541-679-3626 4025 Old Hwy 99 South Roseburg, OR 97470 Martha Warner 541-679-3642 Martha Warner 541-679-3642 541-679-3642 Roseburg, City of, Water Dept. Daryn Anderson 541-492-6885 Daryn Anderson 541-492-6885 541-492-6885 900 SE Douglas 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 CONTRACTOR 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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CABLE TV PED (TV)

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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 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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(ELEV.) ELEV.

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 TOP OF CURB ASPHALT BACK OF WALK FINISH GRADE FINISH FLOOR ORIGINAL GROUND TOP OF WALK

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1. THE 2021 EDITION OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION THE 2021 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 EXISTING 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 VERIFIED 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.

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1. FUTURE SOFTBALL FIELD LIGHTING WILL MEET THE STANDARDS AS SET FOURTH IN FUTURE SOFTBALL FIELD 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 PLAYING FIELD FOR THIS SITE. (LIGHTING NOT INCLUDED IN THESE PLANS).

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1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A PLUMBING PERMIT 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 PRIVATE STORM DRAINAGE AND PRIVATE WATER RELATED INFRASTRUCTURE AT NO ADDITIONAL COST TO THE OWNER.

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NTS

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AutoCAD SHX Text 3-1/2" THICK; LEVEL 2, " DENSE HMAC 12" DENSE HMAC 4" THICK AB; "-0, OR 1"-0, CRUSHED ROCK 34"-0, OR 1"-0, CRUSHED ROCK 12" THICK AB; 3"-0, OR 4"-0, CRUSHED ROCK WOVEN GEOTEXTILE SUPPORT FABRIC (ACF 180 OR EQUAL) SUBBASE PER GEOTECH REPORT

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KEYED NOTES:

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1. THE CONTRACTOR SHALL BE REQUIRED TO USE LASER LEVELING THE CONTRACTOR SHALL BE REQUIRED TO USE LASER LEVELING FOR ALL GRADING WORK ASSOCIATED WITH THIS PROJECT. 2. ALL COMPACTION SHALL MEET 95% COMPACTION.ALL COMPACTION SHALL MEET 95% COMPACTION.

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1. THE "GEOTECHNICAL STUDY AND REPORT ROSEBURG PUBLIC THE "GEOTECHNICAL STUDY AND REPORT ROSEBURG PUBLIC SCHOOLS SOFTBALL FIELD 618 W FINLAY AVE, ROSEBURG, OREGON" #30505.03 PREPARED BY PINNACLE ENGINEERING, INC, DATED DECEMBER 21, 2022, AND ANY SUBSEQUENT UPDATES, SHALL BE CONSIDERED PART OF THESE PLANS AND REFERENCED FOR ALL SITE CONSTRUCTION. 2. EXCAVATION, GRADING, TESTING AND EMBANKMENT PLACEMENT EXCAVATION, GRADING, TESTING AND EMBANKMENT PLACEMENT SHALL BE COMPLETED AS PER RECOMMENDATIONS OF THE REPORT. 3. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL 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 ALL SITE CLEARING AND GRUBBING OF TOPSOIL/ORGANIC MATERIAL SHALL BE PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. 5. PRIOR TO FINAL ACCEPTANCE OF THE TURF FIELD SUBGRADE, THE PRIOR TO FINAL ACCEPTANCE OF THE TURF FIELD SUBGRADE, THE TURF FIELD INSTALLER WILL NEED TO WITNESS AND ACCEPT A STANDARD PERCOLATION TEST/BUCKET TEST OF 1 MINUTE OR LESS PER FIVE GALLONS

AutoCAD SHX Text 6" PORTLAND CEMENT CONCRETE (3,500 PSI MIX) 8" AGGREGATED BASE ( "-0 OR 1"-0 CRUSHED ROCK) 34"-0 OR 1"-0 CRUSHED ROCK) COMBIGRID 30/30 Q1 151 GRK 3 OR EQUIVALENT SUBBASE PER GEOTECH REPORT

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AutoCAD SHX Text GENERAL NOTES: 1. REINFORCING: NO. 4'S @ 16" O.C. EACH WAY; INCLUDE REINFORCING: NO. 4'S @ 16" O.C. EACH WAY; INCLUDE CONTINUOUS EDGE BARS AT 3" TO 4" FROM ALL EDGES. REINFORCING TO BE CONTINUOUS ACROSS ALL DIFFERENT POURS OR JOINTS. OVERLAP ALL BARS AT LEAST 24 INCHES.

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PIPE DIAMETER

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CLASS ''A'',''B'' OR SAND SLURRY BACK FILL DEPENDING ON LOCATION.

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

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FINISH GRADE

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TONING WIRE

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AutoCAD SHX Text 2" INFILL (TO BE INSTALLED BY OTHERS) 1" THICK AB; 3/8" CLEAN DRAIN ROCK COMPACTED TO 95% 5" THICK AB; 1-1/2" CLEAN DRAIN ROCK COMPACTED TO 95% WOVEN GEOTEXTILE SUPPORT FABRIC (ACF 180 OR EQUAL) SUBBASE PER GEOTECH REPORT

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1" -0'' CRUSHED AGGREGATE BASE

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AC PAVEMENT

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

AutoCAD SHX Text CONTRACTOR SHALL PROVIDE ENGINEER WITH A CERTIFIED EROSION CONTROL INSPECTOR PER OREGON DEQ REQUIREMENTS AND WILL BE RESPONSIBLE FOR PROVIDING THOSE SERVICES DURING CONSTRUCTION OF THE PROJECT. THE SCHOOL DISTRICT WILL ACQUIRE THE NPDES 1200-C PERMIT AS NEEDED FOR THE PROJECT..

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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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BID SET

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CIVIL CONSTRUCTION PLANS

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ROSEBURG HIGH SCHOOL SOFTBALL FIELD

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PROJECT LOCATION

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KEYED DEMOLITION AND EROSION CONTROL NOTES:GENERAL NOTES:

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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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BID SET

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1. SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT, COMPLETE. SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT, COMPLETE. 2. EXISTING FENCING TO BE REMOVED AT A LATER DATE BY OTHERS. PROTECT EXISTING FENCING TO BE REMOVED AT A LATER DATE BY OTHERS. PROTECT EXISTING FENCE DURING FIELD INSTALLATION. 3. SAVE AND PROTECT EXISTING HYDRANT. PLEASE NOTE, HYDRANT WILL BE SAVE AND PROTECT EXISTING HYDRANT. PLEASE NOTE, HYDRANT WILL BE RELOCATED BY OTHERS TO A NEW LOCATION PRIOR TO FIELD INSTALLATION. 4. SAVE AND PROTECT EXISTING WATER METER FOR FUTURE CONNECTION. WATER SAVE AND PROTECT EXISTING WATER METER FOR FUTURE CONNECTION. WATER METER WILL BE USED BY SOFTBALL FIELD COMPLEX. 5. PROTECT EXISTING TREES. PROTECT EXISTING TREES. 6. INSTALL SILT FENCE PER DETAIL. INSTALL SILT FENCE PER DETAIL. 7. INSTALL CONCRETE WASHOUT PER DETAIL. CONTRACTOR TO LOCATE. INSTALL CONCRETE WASHOUT PER DETAIL. CONTRACTOR TO LOCATE. 8. LEAVE EXISTING FENCE IN PLACE. LEAVE EXISTING FENCE IN PLACE. 9. REMOVE EXISTING STUMPS, COMPLETE. REMOVE EXISTING STUMPS, COMPLETE. 10. CLEAR AND GRUB EXISTING GROUND PER GEOTECH REPORT. REMOVE ORGANICS CLEAR AND GRUB EXISTING GROUND PER GEOTECH REPORT. REMOVE ORGANICS OFFSITE. 11. REMOVE STREET SIGNS AS NEEDED. RETURN TO CITY OF ROSEBURG. REMOVE STREET SIGNS AS NEEDED. RETURN TO CITY OF ROSEBURG. 12. RELOCATE EXISTING MAILBOXES. COORDINATE WITH SCHOOL DISTRICT ON NEW RELOCATE EXISTING MAILBOXES. COORDINATE WITH SCHOOL DISTRICT ON NEW LOCATION. 13. TRIM TREE AS NEEDED FOR MASS GRADING RELATED WORK, IF NEEDED. TRIM TREE AS NEEDED FOR MASS GRADING RELATED WORK, IF NEEDED. 14. REMOVE AND DISPOSE OF EXISTING FENCE AS NEEDED FOR MASS GRADING.REMOVE AND DISPOSE OF EXISTING FENCE AS NEEDED FOR MASS GRADING.

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1. ALL MANHOLES, CLEANOUTS, VALVES ,ETC. LOCATED ONSITE WILL NEED TO BE ALL MANHOLES, CLEANOUTS, VALVES ,ETC. LOCATED ONSITE WILL NEED TO BE ADJUSTED TO GRADE AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 2. ALL CONSTRUCTION ACCESS WILL BE VIA FINLAY AVE. ALL CONSTRUCTION ACCESS WILL BE VIA FINLAY AVE. 3. CONTRACTOR SHALL PROVIDE ENGINEER WITH A CERTIFIED EROSION CONTROL CONTRACTOR SHALL PROVIDE ENGINEER WITH A CERTIFIED EROSION CONTROL ONTRACTOR SHALL PROVIDE ENGINEER WITH A CERTIFIED EROSION CONTROL INSPECTOR PER OREGON DEQ REQUIREMENTS AND WILL BE RESPONSIBLE FOR PROVIDING THOSE SERVICES DURING CONSTRUCTION OF THE PROJECT. THE SCHOOL DISTRICT WILL ACQUIRE THE NPDES 1200-C PERMIT AS NEEDED FOR THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING DURING CONSTRUCTION.

NO DUMPING!

DRAINS TO RIVER

SCALE:

1"=20'

10' 20' 40'

-3

, 2

EXPIRES:

De sc rip tio n Re v.

Da te Dw g

, O R

D civil structural surveying architecture planning

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

C.3

KEYED CONSTRUCTION NOTES:GENERAL NOTES:

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

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1. CONSTRUCT RETAINING WALLS PER DETAILS ON SHEET S5.1. SEE SHEET C.4 FOR CONSTRUCT RETAINING WALLS PER DETAILS ON SHEET S5.1. SEE SHEET C.4 FOR SPOT GRADES ASSOCIATED WITH RETAINING WALLS. 2. INSTALL CONCRETE PER SECTION DETAIL. SEE GENERAL NOTE #1 THIS SHEET. INSTALL CONCRETE PER SECTION DETAIL. SEE GENERAL NOTE #1 THIS SHEET. 3. INSTALL ASPHALT PAVEMENT PER SECTION DETAIL. ASPHALT SHALL PROVIDE INSTALL ASPHALT PAVEMENT PER SECTION DETAIL. ASPHALT SHALL PROVIDE ACCESS FOR RUSA TO SEWER MANHOLES 4. INSTALL STANDARD CURB PER DETAIL. INSTALL STANDARD CURB PER DETAIL. 5. BACKSTOP NETTING AND FENCING TO BE INSTALLED BY OTHERS AS SHOWN IN DETAIL BACKSTOP NETTING AND FENCING TO BE INSTALLED BY OTHERS AS SHOWN IN DETAIL ON SHEET S5.1 FOR FUTURE FENCING. COORDINATE WITH THE SCHOOL DISTRICT ON SPACING REQUIREMENTS FOR SLEEVES PRIOR TO INSTALLATION. FOR BIDDING PURPOSES, CONTRACTOR TO ASSUME 8' SPACING FOR SLEEVES IN WALL. 6. PERIMETER SECURITY FENCING TO BE INSTALLED BY OTHERS AT A LATER DATE. PERIMETER SECURITY FENCING TO BE INSTALLED BY OTHERS AT A LATER DATE. 7. REMOVABLE OUTFIELD FENCING TO BE INSTALLED BY OTHERS AT A LATER DATE. REMOVABLE OUTFIELD FENCING TO BE INSTALLED BY OTHERS AT A LATER DATE. 8. INSTALL HANDRAILS ON RAMPS PER DETAILS WHERE SHOWN. CONTRACTOR INSTALL HANDRAILS ON RAMPS PER DETAILS WHERE SHOWN. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION. 9. DUGOUTS TO BE CONSTRUCTED BY OTHERS AT A LATER DATE. DUGOUTS TO BE CONSTRUCTED BY OTHERS AT A LATER DATE. 10. FUTURE LANDSCAPE AREA. LANDSCAPING TO BE INSTALLED BY OTHERS AT A LATER FUTURE LANDSCAPE AREA. LANDSCAPING TO BE INSTALLED BY OTHERS AT A LATER DATE. 11. CONSTRUCT NAILER BOARD CURB PER DETAIL (APPROX 600LF). NAILER BOARD CONSTRUCT NAILER BOARD CURB PER DETAIL (APPROX 600LF). NAILER BOARD SHALL BE ATTACHED TO DUGOUT CONCRETE FOUNDATION AND RETAINING WALLS WHERE APPLICABLE (APPROX 300LF). 12. REMOVABLE BLEACHERS TO BE INSTALLED BY OTHERS AT A LATER DATE. REMOVABLE BLEACHERS TO BE INSTALLED BY OTHERS AT A LATER DATE. 13. SCOREBOARD TO BE INSTALLED BY OTHERS AT A LATER DATE. SCOREBOARD TO BE INSTALLED BY OTHERS AT A LATER DATE. 14. INSTALL SUBBASE AND BASE SECTION FOR TURF AREA PER SECTION DETAIL. INSTALL SUBBASE AND BASE SECTION FOR TURF AREA PER SECTION DETAIL. COORDINATE WITH HELLAS CONSTRUCTION AS NEEDED. 15. CONSTRUCT CURB AND GUTTER PER DETAIL. CONSTRUCT CURB AND GUTTER PER DETAIL. 16. CONSTRUCT 1.5' TALL LANDSCAPE SEGMENTAL RETAINING WALL AS NEEDED. CONSTRUCT 1.5' TALL LANDSCAPE SEGMENTAL RETAINING WALL AS NEEDED.

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1. CONTRACTOR TO REFER TO GEOTECH REPORT REFERENCED ON COVER SHEET. IN CONTRACTOR TO REFER TO GEOTECH REPORT REFERENCED ON COVER SHEET. IN CASE OF CONFLICT WITH THESE PLANS, THE GEOTECH REPORT SHALL TAKE PRECEDENCE. 2. CONTRACTOR TO ADHERE TO CITY OF ROSEBURG ALLOWED WORK HOURS AND NOT CONTRACTOR TO ADHERE TO CITY OF ROSEBURG ALLOWED WORK HOURS AND NOT REQUEST TO DO WORK OUTSIDE THOSE HOURS. 3. CONTRACTOR TO CONFIRM ACTUAL DEPTHS OF DRAIN ROCK WITH HELLAS CONTRACTOR TO CONFIRM ACTUAL DEPTHS OF DRAIN ROCK WITH HELLAS CONSTRUCTION PRIOR TO INSTALLING DRAIN ROCK TO INSURE PROPER EXCAVATION HAS BEEN COMPLETED TO MAKE FINISH GRADE SHOWN ON PLANS. 4. PLEASE NOTE ALL LANDSCAPING AS SHOWN IS FOR REFERENCE ONLY. ALL PLEASE NOTE ALL LANDSCAPING AS SHOWN IS FOR REFERENCE ONLY. ALL LANDSCAPING WILL BE COMPLETED BY OTHERS AFTER THE PROJECT IS COMPLETED. 5. NAILER BOARD CURBING SHALL BE INSTALLED AROUND THE PERIMETER OF THE TURF NAILER BOARD CURBING SHALL BE INSTALLED AROUND THE PERIMETER OF THE TURF FIELD. PLEASE NOTE THAT THE NAILER BOARD IS NOT NEEDED BEHIND THE BACKSTOP AREA OF THE FIELD WHERE THE CONCRETE RETAINING WALL IS LOCATED NOR THE DUGOUT CONCRETE FOUNDATION. AT THOSE LOCATIONS, THE NAILER BOARD CAN BE ATTACHED DIRECTLY TO THE CONCRETE RETAINING WALL BASE OR CONCRETE FOUNDATION. 6. CONTRACTOR SHALL CONNECT RETAINING WALL PERF DRAIN TO FIELD STORM DRAIN CONTRACTOR SHALL CONNECT RETAINING WALL PERF DRAIN TO FIELD STORM DRAIN SYSTEM AT NO ADDITIONAL COST TO THE OWNER. PLEASE NOTE THAT THIS CONNECTION IS NOT SHOWN ON THE PLANS EVEN THOUGH THE CONNECTION NEEDS TO BE MADE.

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G.B.

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3:1

2:1

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SCALE:

1"=20'

10' 20' 40'

-3

, 2

EXPIRES:

De sc rip tio n Re v.

Da te Dw g

, O R

D civil structural surveying architecture planning

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

C.4

KEYED STORM CONSTRUCTION NOTES:

GENERAL NOTES:

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12" 22.5° BENDINV 435.30

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12" 22.5° BENDINV 437.30

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12" 45° BENDINV 439.20

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EX 12" OUTFALL INV 430.00

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12" TEE INV 432.78 (VERIFY)

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12" TEE INV 431.33 (VERIFY)

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12" 45° BENDINV 439.20

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12" 45° BENDINV 439.20

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12" 22.5° BENDINV 437.30

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TOP OF WALL = 449.25 SEE GENERAL NOTE #4 THIS SHEET.

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TOP OF WALL = 449.25 SEE GENERAL NOTE #4 THIS SHEET.

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TOP OF WALL = 449.25 SEE GENERAL NOTE #4 THIS SHEET.

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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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1. INSTALL CATCH BASIN PER DETAIL. GRATE & INVERT PER PLAN. INSTALL CATCH BASIN PER DETAIL. GRATE & INVERT PER PLAN. 2. INSTALL 12" STS PIPE PER DETAIL. LENGTH & SLOPE PER PLAN. INSTALL 12" STS PIPE PER DETAIL. LENGTH & SLOPE PER PLAN. 3. INSTALL 12" NYLOPLAST AREA DRAIN PER MANUFACTURER'S RECOMMENDATIONS. INSTALL 12" NYLOPLAST AREA DRAIN PER MANUFACTURER'S RECOMMENDATIONS. 4. INSTALL CLEANOUTS AS NEEDED PER PLUMBING CODE. MINIMUM SEPARATION INSTALL CLEANOUTS AS NEEDED PER PLUMBING CODE. MINIMUM SEPARATION BETWEEN CLEANOUTS = 100' 5. INSTALL 12" ADVANEDGE PERF PIPE (OR APPROVED OTHER) PER MANUFACTURER'S INSTALL 12" ADVANEDGE PERF PIPE (OR APPROVED OTHER) PER MANUFACTURER'S PERF PIPE (OR APPROVED OTHER) PER MANUFACTURER'S RECOMMENDATIONS. SEE GENERAL NOTE #2 THIS SHEET. 6. CONSTRUCT "V" DITCH PER DETAIL TO INSURE POSITIVE DRAINAGE AWAY FROM CONSTRUCT "V" DITCH PER DETAIL TO INSURE POSITIVE DRAINAGE AWAY FROM ADJACENT HOMES.

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1. CONTRACTOR TO REFER TO GEOTECH REPORT REFERENCED ON COVER SHEET. IN CONTRACTOR TO REFER TO GEOTECH REPORT REFERENCED ON COVER SHEET. IN CASE OF CONFLICT WITH THESE PLANS, THE GEOTECH REPORT SHALL TAKE PRECEDENCE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL BENDS, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL BENDS, FITTINGS AND APPURTENANCES AS NEEDED TO CONNECT NEW AND EXISTING STORM LINES AT NO ADDITIONAL COST TO THE OWNER. 3. CONTRACTOR TO FOLLOW PLUMBING CODE FOR ALL CLEANOUTS NEEDED FOR STORM CONTRACTOR TO FOLLOW PLUMBING CODE FOR ALL CLEANOUTS NEEDED FOR STORM SYSTEM. CLEANOUTS SHOWN ARE SCHEMATIC IN NATURE ONLY. 4. PLEASE NOTE THE CONCRETE RETAINING WALL LOCATED BEHIND THE BACKSTOP AND PLEASE NOTE THE CONCRETE RETAINING WALL LOCATED BEHIND THE BACKSTOP AND ADJACENT TO THE DUGOUTS HAS A CONSTANT TOP OF WALL ELEVATION OF 449.25. 5. PLEASE NOTE FOR GRADING, A SURFACE CAD FILE WILL BE PROVIDED TO THE PLEASE NOTE FOR GRADING, A SURFACE CAD FILE WILL BE PROVIDED TO THE CONTRACTOR FROM THE DESIGN ENGINEER. 6. CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL PLUMBING PERMITS AS NEEDED CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL PLUMBING PERMITS AS NEEDED FOR THIS PROJECT FROM THE DOUGLAS COUNTY BUILDING DEPARTMENT INCLUDING PAYMENT OF ALL PLUMBING RELATED FEES. 7. FINISH PLANARITY OF SUBGRADE SHALL BE " PER 10'. FINISH PLANARITY OF FINISH PLANARITY OF SUBGRADE SHALL BE ± 12" PER 10'. FINISH PLANARITY OF FINISHED DRAIN ROCK SHALL BE ± 14" PER 10'. COORDINATE WITH HELLAS CONSTRUCTION AS NEEDED.

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NO DUMPING!

DRAINS TO RIVER

SCALE:

1"=20'

10' 20' 40'

-3

, 2

EXPIRES:

De sc rip tio n Re v.

Da te Dw g

, O R

D civil structural surveying architecture planning

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

C.5

KEYED CONSTRUCTION NOTES:

GENERAL NOTES:

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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. INSTALL 230 LF OF 1" WATER PIPE PER DETAIL AS NEEDED TO ADD IRRIGATION INSTALL 230 LF OF 1" WATER PIPE PER DETAIL AS NEEDED TO ADD IRRIGATION STUBOUT AND DRINKING FOUNTAINS. NEW WATERLINE SHALL BE CONNECTED TO EXISTING WATER METER. 2. PROVIDE STUBOUT FOR FUTURE IRRIGATION CONNECTION. CAP AND PLUG STUBOUT.. PROVIDE STUBOUT FOR FUTURE IRRIGATION CONNECTION. CAP AND PLUG STUBOUT.. 3. INSTALL ELKAY (OR APPROVED OTHER) DRINKING FOUNTAIN PER DETAIL. COORDINATE INSTALL ELKAY (OR APPROVED OTHER) DRINKING FOUNTAIN PER DETAIL. COORDINATE WITH SCHOOL DISTRICT ON EXACT LOCATION. 4. INSTALL DUAL 6" CONDUIT FOR FUTURE USE. STUB CONDUITS UP AT DUGOUT LOCATIONS INSTALL DUAL 6" CONDUIT FOR FUTURE USE. STUB CONDUITS UP AT DUGOUT LOCATIONS THROUGH CONCRETE. 5. INSTALL YARD HYDRANT PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE WITH INSTALL YARD HYDRANT PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE WITH SCHOOL DISTRICT ON TYPE AND LOCATION.

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1. CONTRACTOR TO REFER TO GEOTECH REPORT REFERENCED ON COVER SHEET. IN CONTRACTOR TO REFER TO GEOTECH REPORT REFERENCED ON COVER SHEET. IN CASE OF CONFLICT WITH THESE PLANS, THE GEOTECH REPORT SHALL TAKE PRECEDENCE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL BENDS, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL BENDS, FITTINGS AND APPURTENANCES AS NEEDED TO CONNECT NEW AND EXISTING WATER AT NO ADDITIONAL COST TO THE OWNER. 3. CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL PLUMBING PERMITS AS NEEDED CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL PLUMBING PERMITS AS NEEDED FOR THIS PROJECT FROM THE DOUGLAS COUNTY BUILDING DEPARTMENT INCLUDING PAYMENT OF ALL PLUMBING RELATED FEES.

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CITY OF ROSEBURG

Public Works Dept.

Development Plan Review

By _________________________________

Date _______________________________

Approved for Development

Approved with Conditions

TYPE 'A' CURB AND GUTTER

WATER FOUNTAIN GENERAL NOTE:

MATERIAL TABLES

PEDESTRIAN HANDRAIL DETAILS

NTS

THREE RAIL HANDRAIL

PEDESTRIAN HANDRAIL DETAILS

NTS

NAILER BOARD DETAIL

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-3

8, DT

EXPIRES:

De sc rip tio n Re v.

Da te Dw g

, O R

D civil structural surveying architecture planning

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

SD.1

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MODEL #

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KGCBF10-42HB-12

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1. Box fabricated from 10 GA. material

AutoCAD SHX Text %%U 24" Square With 12"%%C Outlet

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STIFFENERS

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W/HINGED LID

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GREASE TRAP

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GIBSON STEEL BASINS

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(541) 687-8672

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EUGENE, OR 97401

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247 WASHINGTON ST.

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2. Bike proof, heavy duty traffic grate

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STORM SEWER CATCH BASIN

AutoCAD SHX Text %%U Oil & Grease Filtration System

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STATE APPROVED - ASPHALT DIPPED

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%%U PATENT PENDING

AutoCAD SHX Text Flo-Gard is a Trademark of and Manufactured by KriStar Enterprises, Inc. ( Patent Pending )

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AutoCAD SHX Text Durable Woven Mesh Filter Body

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DRIVEWAY (3/4'' MAX. LIP)

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DEPRESSED CURB FOR

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DEPRESSED CURB FOR

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RAMP 2% MAX. SLOPE

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34'' RADIUS

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6:1 BATTER

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AutoCAD SHX Text CONTRACTOR SHALL CONNECT FOUNTAIN DRAIN TO FIELD STORM DRAIN SYSTEM AT NO ADDITIONAL COST TO THE OWNER. PLEASE NOTE THAT THIS CONNECTION IS NOT SHOWN ON THE PLANS EVEN THOUGHT THE CONNECTION NEEDS TO BE MADE.

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SCH..

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NOM. DIA..

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STEEL PIPE POST & RAIL MEMBERS

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ROUND SPLICE BAR

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RECTANGULAR STRUCTURAL STEEL TUBING POST & RAIL MEMBERS

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RECTANGULAR SPLICE BAR

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OUTSIDE DIMENSIONS

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WALL THICKNESS

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WELD DETAILS FOR STEEL TUBING

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WELD DETAILS FOR STEEL PIPE

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58" DIA. HOLE

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PLAN VIEW

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SIDE VIEW

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CONCRETE STRUCTURE

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12" DIA. HOLE THRU BOTTOM OF TOP RAIL ON POST

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" DIA. HOLES 12" DIA. HOLES THRU POST

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14" - 20 X " 12" STAINLESS STEEL MACHINE SCREWS

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SPLICE BAR (GRIND ALL EDGES PRIOR TO GALVANIZING TO ASSURE PROPER FIT.)

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DIRECTION OF HANDRAIL

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1. DETAILS ARE BASED ON UNITED STATES ACCESS BOARD DETAILS ARE BASED ON UNITED STATES ACCESS BOARD STANDARDS. 2. SELECT MATERIALS FROM TABLE. POSTS AND RAILS SHALL BE SELECT MATERIALS FROM TABLE. POSTS AND RAILS SHALL BE IDENTICAL MATERIAL. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM SPECIFICATION A500, GRADE B. RECTANGULAR MATERIAL SHALL HAVE THE WIDER DIMENSION ON THE TOP OF THE RAIL. 3. POSTS SHALL BE VERTICAL. THE TOP RAIL SHALL BE POSTS SHALL BE VERTICAL. THE TOP RAIL SHALL BE CONTINUOUS OVER A MINIMUM OF TWO POSTS. 4. ON STRUCTURE, THE RAILING SHALL CONFORM TO THE VERTICAL ON STRUCTURE, THE RAILING SHALL CONFORM TO THE VERTICAL ALIGNMENT OF THE STRUCTURE. RAILS SHALL HAVE A SPLICE IN THE POST SPACE OCCURRING AT EXPANSION JOINTS. 5. ON GRADE, RAILS SHALL HAVE SPLICES AT INTERVALS NOT TO ON GRADE, RAILS SHALL HAVE SPLICES AT INTERVALS NOT TO EXCEED 100'. 6. HOT-DIP GALVANIZE ALL PARTS AFTER FABRICATION. HOT-DIP GALVANIZE ALL PARTS AFTER FABRICATION. 7. THE ENTIRE SURFACE OF HORIZONTAL RAILS & VERTICAL POSTS THE ENTIRE SURFACE OF HORIZONTAL RAILS & VERTICAL POSTS SHALL HAVE A SMOOTH FINISH.

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12" DIA. DRAIN HOLE (TYP.)

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HANDRAIL POST

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58" DIA. DRAIN HOLE THROUGH ANCHOR PLATE

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USE EPOXY BONDING AGENT FROM ODOT'S QPL

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GENERAL NOTES FOR ALL DETAILS:

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ANCHOR PLATE FOR BOLT DOWN OPTION

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TYP

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" DIA. HOLES 12" DIA. HOLES THRU BOTTOM OF RAILS

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12" DIA. HOLE THRU BOTTOM OF TOP RAIL ON POST

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12" DIA. DRAIN HOLE (TYP.)

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TYP

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" DIA. HOLES 12" DIA. HOLES THRU POST

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" DIA. HOLES 12" DIA. HOLES THRU BOTTOM OF RAILS

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TYP

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HANDRAIL POST

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4 - " 12" ANCHOR BOLT

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4 - " 12" ANCHOR BOLT

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FRONT VIEW

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SPLICE (SEE GENERAL NOTE 2)

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BOLT DOWN OPTION (SEE 'PEDESTRIAN HANDRAIL DETAILS' BELOW)

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BOLT DOWN OPTION (SEE 'PEDESTRIAN HANDRAIL DETAILS' BELOW)

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SIDE VIEW (ON STRUCTURE)

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(SEE GENERAL NOTE 6)

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1. HANDRAIL DETAILS ARE BASED ON UNITED STATES ACCESS BOARD STANDARDS. 2. SEE 'PEDESTRIAN HANDRAIL DETAILS' BELOW FOR WELD AND SPLICE DETAILS. 3. SEE 'PEDESTRIAN HANDRAIL DETAILS' BELOW FOR ANCHOR PLATE FOR BOLT DOWN OPTION DETAILS. 4. HOT-DIP GALVANIZE ALL PARTS AFTER FABRICATION. 5. SEE 'PEDESTRIAN HANDRAIL DETAILS' BELOW FOR APPROVED POST AND RAIL MATERIALS. 6. STRUCTURE VARIES, SEE PLANS. 7. HANDRAIL HEIGHT (H) SHALL BE CONSTANT WITHIN A RUN. 8. ALL CONCRETE SHALL BE COMMERCIAL GRADE CONCRETE.

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*- H VARIESH VARIES

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GENERAL NOTES FOR ALL DETAILS:

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FINISH GRADE

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RAIL

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RAIL

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RAIL

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END POST

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LINE POST

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LINE POST

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(TOP OF WALL)

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6" WALL

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FINISH GRADE

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SD.1

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SD.1

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SD.1

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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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BID SET

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EXPIRES:

De sc rip tio n Re v.

Da te Dw g

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D civil structural surveying architecture planning

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

EC.1

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EC.1

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EC.1

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EC.1

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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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AutoCAD…

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