Revised Exhibit 6 - Drawings.pdf

CODE INFORMATION

OCCUPANCY

OFFICE B

CONSTRUCTION

TYPE V-B

AREA

OFFICE

ALLOWABLE AREA

B OCCUPANCY

OCCUPANT LOAD

OFFICE 2 AT 1:150

9,000 SQ. FT.

349 SQ. FT.

DOOR AREA = 60 SQ. FT.

4% FLOOR AREA = 14 SQ. FT.

OUTSIDE VENTILATION PROVIDED BY NATURAL

VENTILATION FROM EXTERIOR DOORS.

VENTILATION

WALLS

ROOF R-60 CLOSED CELL FOAM

R-35 CLOSED CELL FOAM

ENERGY CONSERVATION

FOUNDATION R-20 RIGID FOAM

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VMS SIGN

NEW SCALE

HOUSE

EXISTING SCALE

HOUSE TO BE

REMOVED

BYPASS LANETRUCK SCALE LANE

U.S HWY 26 (NW SUNSET HWY) EASTBOUND

U.S HWY 26 (NW SUNSET HWY) WESTBOUND

1/2 MILE TO JCT.

WITH OR HWY 6

REDUCED 50%

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F5340202

ODOT NORTH PLAINS SCALE HOUSE

REPLACEMENT

US HIGHWAY 26, MILE POST 54.10, CORNELIUS, OR 97113 10

08/18/26

FRANCO

JON DOUGHTON

SITE PLAN~

BUILDING DESIGN CRITERIA

GROUND SNOW LOAD: 51 PSF (ULTIMATE)

SNOW EXPOSURE FACTOR, Ce: 1.0 SNOW IMPORTANCE FACTOR, Is: 1.0 THERMAL FACTOR, Ct: 1.2

WIND SPEED: 96 MPH (ULTIMATE)

WIND EXPOSURE: C

ENCLOSED

WIND IMPORTANCE FACTOR: 1.0

SEISMIC IMPORTANCE FACTOR, Is: 1.0

RISK CATEGORY: II

MAPPED SPEC. RESPONSE ACCEL. Ss AND S1: 1.02 AND 0.42

SITE CLASS: D

SEISMIC DESIGN CATEGORY: D

BASE SHEAR: 1,902 LB (STRENGTH LEVEL)

2025 OREGON STRUCTURAL SPECIALITY CODE

PROJECT WILL CONSTRUCT A NEW SCALE HOUSE TO

REPLACE AN EXISTING SCALE HOUSE. PROJECT WILL

INCLUDE RECONNECTION OF EXISTING UTILITIES AND

EQUIPMENT AND NEW CONCRETE PAVING AROUND SCALE

HOUSE.

DESCRIPTION OF WORK

1. THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ARE FROM AVAILABLE

RECORDS AND/OR FIELD SURVEYS. UTILITIES THAT ARE NOT SHOWN ARE KNOWN TO EXIST ON

THE SITE. ONLY KNOWN LOCATIONS ARE SHOWN. NO GUARANTEE OF THE ACCURACY NOR

COMPLETENESS OF SUCH INFORMATION IS IMPLIED.

2. OREGON LAW REQUIRES THE CONTRACTOR 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. COPIES OF THE RULES ARE AVAILABLE BY CALLING THE OREGON UTILITY

NOTIFICATION CENTER AT (800) 332-2344.

3. THE CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS-DAY

HOURS PRIOR TO EXCAVATING, BORING, OR POTHOLING. ALL UTILITY CROSSINGS SHALL BE

POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO

PREVENT GRADE OR ALIGNMENT CONFLICTS.

4. PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING UTILITIES IN SERVICE

AND PROTECT THEM DURING CONSTRUCTION.

5. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE

REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK.

WHERE PRACTICABLE, THE CONTRACTOR SHALL CAP OR PLUG WITH CONCRETE BOTH ENDS OF

ABANDONED UTILITIES.

COORDINATION WITH UTILITIES

1. CONTRACTOR SHALL PERFORM ALL NEW WORK INDICATED ON DRAWINGS UNLESS SPECIFICALLY

NOTED AS EXISTING OR AS BEING BY ODOT OR BY OTHERS.

2. ALL WORK SHALL CONFORM TO APPLICABLE CODES, LAWS AND ORDINANCES OF THE AUTHORITY

HAVING JURISDICTION.

3. DO NOT SCALE THE DRAWINGS.

4. CLARIFICATIONS SHALL BE REQUESTED IN WRITING PRIOR TO ANY INSTALLATION. INCORRECT

INSTALLATIONS SHALL BE CORRECTED AT NO ADDITIONAL COST TO ODOT.

5. DRAWINGS ARE SCHEMATIC IN NATURE. MAJOR COMPONENTS AND EQUIPMENT ARE SHOWN ON THE DRAWINGS. SUPPLY AND INSTALL ALL MINOR COMPONENTS AND MATERIALS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL PROJECT WHETHER OR NOT ALL SUCH COMPONENTS ARE NOTED IN THE

DRAWINGS.

6. PLANS CALL OUT SPECIFIC MAKES AND MODELS OF EQUIPMENT IN SOME LOCATIONS. SUBSTITUTION REQUESTS SHALL BE MADE AT LEAST 14 CALENDAR DAYS IN ADVANCE OF SCHEDULED INSTALLATIONS.

ODOT SHALL AT ITS SOLE DISCRETION DETERMINE THE ACCEPTABILITY OF SUBSTITUTIONS. NO

SUBSTITUTIONS SHALL BE INSTALLED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ODOT

CONSTRUCTION PROJECT MANAGER.

7. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S

PUBLISHED INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS.

8. SPECIFIC LOCATION OF NEW SCALE HOUSE SHALL BE COORDINATED WITH ODOT CONSTRUCTION PROJECT MANAGER TO MATCH EXISTING SITE CONDITIONS. MAKE ADJUSTMENTS IN THE FIELD AS

REQUIRED, MAINTAIN ALL REQUIRED CLEARANCES.

9. HARD SOIL OR ROCK IS ANTICIPATED TO BE ENCOUNTERED BELOW GRADE. CONTRACTOR SHALL MAKE THEIR OWN DETERMINATION OF EXCAVATION EFFORT REQUIRED PRIOR TO PROVIDING A BID. NO EXTRA

PAYMENT WILL BE MADE FOR SUBSURFACE CONDITIONS UNCOVERED DURING EXCAVATION.

10. ALL NEW UNDERGROUND UTILITIES SHALL BE A MINIMUM OF 24" BELOW FINISH GRADE UNLESS NOTED OTHERWISE. MINIMUM TRENCH WIDTH SHALL BE TOTAL OF UTILITY SIZES PLUS 12". PROVIDE 1/4" MINUS OR SAND BEDDING AND 3/4" MINUS CRUSHED AGGREGATE BACKFILL. AREAS OUTSIDE OF VEHICLE WAYS AND MORE THAN 5' FROM BUILDING MAY BE BACKFILLED WITH NATIVE SOIL PROVIDED THERE ARE NO

ROCKS LARGER THAN 3/4" IN BACKFILL.

11. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN.

12. GRADE ALL DISTURBED AREAS IN CONSTRUCTION AREA SMOOTH AND UNIFORM. NO ABRUPT GRADE

CHANGES OR BREAKS WILL BE ACCEPTED. PLANTING AND LANDSCAPING IS NOT IN CONTRACT.

13. ALL DISTURBED SURFACES WITHOUT PAVING SHALL HAVE 8" MINIMUM THICKNESS COMPACTED

CRUSHED AGGREGATE SURFACING.

14. STOP WORK IMMEDIATELY IN THE CASE THAT ANY ARCHEOLOGICAL ARTIFACTS ARE ENCOUNTERED IN

PROJECT RELATED EXCAVATIONS. NOTIFY ODOT CONSTRUCTION PROJECT MANAGER AT ONCE.

CONTRACTOR DELAYS DUE TO THE DISCOVERY OF ARCHEOLOGICAL ARTIFACTS ARE CONSIDERED TO

BE OUTSIDE OF THE CONTRACT SCOPE.

15. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS AT THE END OF THE PROJECT.

16. ODOT WILL PROVIDE TRAFFIC CONTROL TO CLOSE SCALE SITE ACCESS FROM HIGHWAY.

GENERAL NOTES

SHEET INDEX

C1 SITE PLAN

C2 DETAIL SITE DEMOLITION PLAN

C3 DETAIL SITE PLAN

A1 FLOOR PLAN

A2 ELEVATIONS

A3 DETAILS

S1 DETAILS

S2 SECTIONS

E1 ELECTRICAL PLAN

0 20'

SITE PLAN

SCALE: 1" = 20'

SEE DETAIL SITE PLAN

DRAWINGS C2 AND C3

C1

21 MILES TO

PORTLAND

Digitally Signed 2026.08.18 16:02:33 -07'00'

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15'-0"

9'-0"

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AT 11" x 17"

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F5340202

ODOT NORTH PLAINS SCALE HOUSE

REPLACEMENT

US HIGHWAY 26, MILE POST 54.10, CORNELIUS, OR 97113 10

08/18/26

FRANCO

JON DOUGHTON

0 10'

DETAIL SITE DEMOLITION PLAN

SCALE: 1" = 10'

SITE DEMOLITION PLAN NOTES

1. PRESERVE AND PROTECT ALL EXISTING FEATURES NOT TO BE REMOVED.

2. PULL BACK ALL CABLES AND WIRES TO NEAREST ADJACENT JUNCTION BOX TO REMAIN.

ALL CABLES AND WIRES ARE TO BE NEATLY LABELED AND COILED FOR RECONNECTION.

3. INSTALL EROSION CONTROL FEATURES AS REQUIRED TO PREVENT EROSION AND

SEDIMENT MIGRATION DURING CONSTRUCTION. MAINTAIN UNTIL PROJECT COMPLETION

AND SURFACE RESTORATION.

DETAIL SITE DEMOLITION PLAN KEYED NOTES

1. REMOVE AND SALVAGE EXISTING CONCRETE BARRIER FOR RE-INSTALLATION.

2. SAW CUT AND REMOVE EXISTING PAVEMENT TO EXTENTS SHOWN. NOTE THAT A SECOND SAWCUT IS REQUIRED PRIOR TO

CONSTRUCTING NEW WALKS.

3. SAW CUT EXISTING CONCRETE VAULT AT LOCATION SHOWN AND REMOVE LID AND WALLS AS REQUIRED TO INSTALL NEW CONSTRUCTION. REMOVE WALLS TO 6” MINIMUM BELOW THE LEVEL OF THE BOTTOM OF NEW FOUNDATION.

4. REMOVE EXISTING SCALE HOUSE AND FOUNDATIONS.

5. REMOVE EXISTING CONCRETE LANDING AND HANDRAIL.

6. VERIFY WHICH EXISTING ANTENNAS AND OTHER EQUIPMENT ON SCALE HOUSE ARE TO BE SALVAGED WITH CONSTRUCTION

PROJECT MANAGER. RETURN SALVAGE MATERIAL TO ODOT.

7. REMOVE EXISTING ASPHALT PAVING, TYPICAL.

8. DISCONNECT ALL EXISTING UNDERGROUND CONNECTIONS FROM SCALE HOUSE. PULL BACK, COIL AND LABEL ALL CABLES AT NEAREST JUNCTION BOX TO REMAIN. AT DIRECT BURIAL CABLES, CAREFULLY UNCOVER TO PULL BACK.

9. REMOVE EXISTING JUNCTION BOX.

10. REMOVE INTERFERING UNDERGROUND UTILITIES AFTER PULLING BACK ALL CABLING, TYPICAL.

11. ABANDON EXISTING DRAIN PIPE AND REMOVE WHERE PIPE INTERFERES WITH NEW CONSTRUCTION.

12. PRESERVE AND PROTECT EXISTING UTILITY POLE.

13. REMOVE EXISTING TREE. CUT STUMP FLUSH WITH THE EXISTING GROUND SURFACE AND LEAVE IN-PLACE.

DETAIL SITE DEMOLITION PLAN

LEGEND:

EXISTING LIGHT POLE

EXISTING UTILITY POLE

EXISTING OVERHEAD POWER LINEOHP

EXISTING UNDERGROUND POWER LINEE

EXISTING TELEPHONE LINECOM

EXISTING JUNCTION BOX

EXISTING SCALE ACCESS HOLE

NEW UNDERGROUND UTILITY

NEW JUNCTION BOX OR HANDHOLE

C2

EXITING UTILITY POLE GUY

Digitally Signed 2026.08.18 16:02:58

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42 41

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WHEN PRINTED

AT 11" x 17"

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F5340202

ODOT NORTH PLAINS SCALE HOUSE

REPLACEMENT

US HIGHWAY 26, MILE POST 54.10, CORNELIUS, OR 97113 10

08/18/26

FRANCO

JON DOUGHTON

DETAIL SITE PLAN GENERAL NOTES

1. ALIGN WEST EDGE OF NEW BUILDING WITH WEST EDGE OF EXISTING TRUCK SCALE.

COORDINATE EXACT BUILDING LOCATION IN THE FIELD WITH THE ODOT CONSTRUCTION

PROJECT MANAGER.

2. SET BUILDING FINISH FLOOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING IN ALL

DIRECTIONS. FINISH FLOOR SHALL BE 1-1/2" ABOVE TRUCK SCALE.

3. FINISH GRADES SHALL SLOPE AWAY FROM DOORS BETWEEN 1% AND 2% SLOPE.

4. USE SCHEDULE 40 PVC SWEEP ELBOWS FOR CONDUITS AT ALL LOCATIONS.

5. EXISTING UNDERGROUND UTILITY LOCATIONS ARE UNKNOWN. MULTIPLE UN-LOCATED

UTILITIES EXIST WITHIN THE PROJECT AREA. CONTRACTOR SHALL LOCATE ALL UTILITIES.

6. ELECTRIC UTILITY IS PORTLAND GENERAL ELECTRIC (PGE).

7. LOCATIONS SHOWN FOR UTILITIES AND CONNECTIONS ARE SCHEMATIC AND MUST BE

VERIFIED IN THE FIELD AFTER LOCATES ARE COMPLETED.

8. RECONNECT ALL EXISTING SITE CONNECTIONS TO NEW BUILDING INCLUDING OPEN/CLOSED

SIGN, VARIABLE MESSAGE SIGN (VMS), SITE LIGHTING, SCALE PIT, AND POWER SERVICE.

CONNECTIONS INCLUDE POWER AND COMMUNICATIONS TO MATCH EXISTING.

9. EXISTING CONDUCTORS AND CABLES MAY BE REUSED IF LONG ENOUGH TO REACH NEW

BUILDING. WHERE EXISTING WIRES AND CABLES ARE NOT LONG ENOUGH, REPLACE WITH

NEW FULL LENGTH MATERIALS MATCHING EXISTING. SPLICING IS NOT ALLOWED.

10. JUNCTION BOXES AND HANDHOLES ARE PER ODOT STANDARD DRAWING TM702. DO NOT

PROVIDE 12" WIDE PCC APRON AROUND BOXES AS SHOWN IN DETAIL FOR UNSURFACED

AREAS.

11. SEE ODOT STANDARD DRAWING TM701 FOR REQUIREMENTS AT JUNCTION BOXES AND

HANDHOLES. DO NOT USE FIBERGLASS CONDUIT ELBOWS AS SHOWN ON STANDARD

DRAWING.

12. BASIS OF DESIGN JUNCTION BOX JB2 IS JH AMERICAN ENCLOSURES PART NO. APC 1324.

OTHER MAKES AND MODELS COMPLYING WITH STANDARD DRAWINGS AND BLUESHEETS

STANDARDS MAY BE USED.

13. SEE ODOT STANDARD DRAWING TM700 FOR CONDUIT TRENCHING REQUIREMENTS.

14. PARTICIPATE IN UNDERGROUND CONDUIT PRE-INSTALLATION COORDINATION MEETING

PRIOR TO INSTALLING UNDERGROUND CONDUITS. PROVIDE 48 HOURS MINIMUM NOTICE TO

CPM OF MEETING TIME.

15. PARTICIPATE IN A CONDUIT POST-INSTALLATION MEETING PRIOR TO COVERING

UNDERGROUND CONDUITS. PROVIDE 48 HOURS MINIMUM NOTICE TO CPM OF MEETING TIME.

16. ADDITIONAL SPECIFICATION INFORMATION RELATED TO STANDARD DRAWING TM702 CAN BE

FOUND AT THE FOLLOWING WEB ADDRESSES. IT MAY BE NECESSARY TO TYPE "OREGON DOT

BLUE SHEETS" INTO WEB SEARCH ENGINE TO FIND THE LINKS.

https://www.oregon.gov/odot/Engineering/Documents_TrafficStandards/BlueSheets.pdf https://www.oregon.gov/odot/Engineering/Documents_TrafficStandards/BlueSheets-Qualification.pdf

17. BED NEW UTILITIES IN SAND, CRUSHED AGGREGATE, OR CONTROLLED LOW STRENGTH

MATERIAL (CLSM) FROM 2" MINIMUM BELOW TO 2" MINIMUM ABOVE UTILITY. TRENCH WIDTH

SHALL BE MINIMUM PRACTICAL FOR INSTALLATION AND COMPACTION.

18. BACKFILL UNDER STRUCTURES AND PAVEMENTS WITH COMPACTED CRUSHED AGGREGATE

OR CLSM. UNSURFACED AREAS MAY BE BACKFILLED WITH CLEAN NATIVE SOILS.

19. CLEAN EXCAVATION SPOILS FREE OR DEBRIS, ROOTS, AND ROCK LARGER THAN 1" MAY BE

PLACED ON THE SLOPE TO THE SOUTHWEST OF THE NEW BUILDING AT THE CONTRACTOR'S

OPTION. SITE PLACED SPOILS MUST BE PLACED AND COMPACTED TO FORM A SMOOTH

UNIFORM SURFACE SLOPING FROM THE EDGE OF NEW EMBANKMENT TO MATCH INTO

EXISTING GRADES AT THE SOUTHWEST. MAXIMUM SLOPE IS 1 UNIT VERTICAL TO 4 UNITS

HORIZONTAL. ALL TRANSITIONS MUST BE SMOOTH AND UNIFORM WITHOUT DETECTABLE

GRADE BREAKS. ALL DISTURBED AREAS MUST BE HYDROSEEDED AND HYDROMULTCHED

USING A NATIVE SEED MIX SUITABLE FOR RE-ESTABLISHING VEGETATION.

DETAIL SITE PLAN KEYED NOTES

1. COORDINATE AND PAY FOR ELECTRICAL UTILITY POWER SERVICE CONNECTION TO NEW BUILDING MOUNTED METER BASE.

2. CONSTRUCT POLE MOUNTED AND UNDERGROUND CONDUIT TO ELECTRICAL UTILITY SERVICE REQUIREMENTS FROM EXISTING UTILITY POLE TO INTERIOR OF BUILDING AND TO BUILDING MOUNTED METER BASE. CONDUIT SHALL BE SIZED PER UTILITY REQUIREMENTS, BUT NOT LESS THAN 2-1/2” DIAMETER.

3. INSTALL NEW POWER METER BASE ON SIDE OF NEW BUILDING TO ELECTRICAL UTILITY REQUIREMENTS. SURFACE MOUNT BASE ON FLAT TRIM BOARDS ENTIRELY COVERED WITH

PRE-FINISHED SHEET METAL. FLASH AND SEAL INSTALLATION WEATHER TIGHT.

4. CONSTRUCT APPROXIMATELY 60 LINEAL FEET OF 4” DIAMETER SCHEUDLE 40 PVC DRAINPIPE SYSTEM FOR ROOF DRAINS. SLOPE PIPES AT 2% MINIMUM. PROVIDE 18” MINIMUM COVER.

INSTALL 12 GAUGE SOLID COPPER TRACER WIRE, EXTEND END 12” ABOVE FINISH GRADE.

5. CONNECT DOWNSPOUT TO DRAINPIPE, SEE DETAIL

6. CONSTRUCT APPROXIMATELY 60 LINEAL FEET OF 4” DIAMETER SCHEUDLE 40 PVC DRAINPIPE FOR SCALE PIT. SLOPE PIPE AT 1% MINIMUM. INSTALL 12 GAUGE SOLID COPPER TRACER

WIRE, EXTEND END 12” ABOVE FINISH GRADE.

7. EXTEND NEW 4” DIAMETER PVC DRAINPIPE THROUGH NEW HEADER WALL INTO SCALE PIT. PLACE DRAINPIPE AT THE BOTTOM OF WALL.

8. USE 4" DIA. PERFORATED PIPE THROUGH EXISTING VAULT TO BE FILLED.

9. CORE HOLE THROUGH EXISTING CONCRETE VAULT WALL FOR NEW 4” DIAMETER PERFORATED PVC DRAINPIPE. BACKFILL THE BOTTOM 12” OF VAULT WITH PEA GRAVEL OR OTHER

APPROVED DRAIN ROCK.

10. VERIFY PIPE GRADES BEFORE INSTALLATION. DAYLIGHT SCALE PIT DRAIN AND ROOF DRAINPIPES NEXT TO EACH OTHER AT TOE OF EXISTING SLOPE. PROVIDE CONCRETE OUTFALL

PROTECTION, SEE DETAIL

11. CONSTRUCT (5) 1-1/4” DIAMETER SCHEDULE 40 PVC CONDUITS FROM BUILDING TO EXISTING SCALE PIT. COORDINATE CONNECTION POINT AT EXISTING SCALE PIT WITH ODOT STAFF.

CORE HOLES IN EXISTING CONCRETE PIT FOR NEW CONDUITS. GROUT CONDUITS INTO PIT WALL. PROVIDE 18” MINIMUM COVER. PROVIDE PULL STRINGS IN ALL NEW CONDUITS (4 CONDUITS ARE FOR LOAD CELL CONNECTIONS BY OTHERS, 1 CONDUIT IS FOR SUMP PUMP POWER AND PIT LIGHTS).

12. LOCATE EXISTING UNDERGROUND POWER TO EXISTING SITE LIGHTING.

13. CONSTRUCT (2) 2” DIAMETER SCHEDULE 40 CONDUITS FROM BUILDING TO NEW JUNCTION BOX. PROVIDE 30” MINIMUM COVER. CONDUITS PROVIDE CONNECTION TO WEST SITE LIGHTING

AND SPARE CAPACITY.

14. CONSTRUCT JUNCTION BOX JB2 ON EXISTING LINE FOR SITE LIGHTING CONNECTION. FEED EXISTING WEST SITE LIGHTING. POUR CONCRETE APRON AROUND BOX.

15. CONNECT TO EXISTING SITE LIGHTING. EXTEND 2” SCHEDULE 40 PVC CONDUIT FROM BOX TO 2' MINIMUM BEYOND EDGE OF BOX.

16. INSTALL SPARE 2” DIAMETER SCHEDULE 40 PVC CONDUIT FROM BOX TO 2' MINIMUM BEYOND EDGE OF BOX. CAP FOR FUTURE CONNECTION.

17. CONSTRUCT (2) 2” DIAMETER SCHEDULE 40 CONDUITS FROM BUILDING TO NEW JUNCTION BOX. PROVIDE 30” MINIMUM COVER. CONDUITS PROVIDE CONNECTION TO EAST SITE LIGHTING

AND SPARE CAPACITY.

18. CONSTRUCT JUNCTION BOX JB2 ON EXISTING LINE FOR SITE LIGHTING CONNECTION. FEED EXISTING EAST SITE LIGHTING. SET TOP OF BOX FLUSH WITH FINISH GRADE.

19. CONNECT TO EXISTING SITE LIGHTING. EXTEND 2” SCHEDULE 40 PVC CONDUIT FROM BOX TO 2' MINIMUM BEYOND EDGE OF BOX.

20. INSTALL SPARE 2” DIAMETER SCHEDULE 40 PVC CONDUIT FROM BOX TO 2' MINIMUM BEYOND EDGE OF BOX. CAP FOR FUTURE CONNECTION.

21. LOCATE EXISTING UNDERGROUND HIGH AND LOW VOLTAGE LINES TO VARIABLE MESSAGE SIGN (VMS), SCALE WEIGHT DISPLAY, AND RED LIGHT/ GREEN LIGHT.

22. CONSTRUCT 2” DIAMETER SCHEDULE 40 PVC CONDUIT FROM BUILDING TO NEW JUNCTION BOX. PROVIDE 30” MINIMUM COVER. CONDUIT PROVIDES POWER TO VMS SIGN POLE CIRCUITS.

23. CONSTRUCT JUNCTION BOX JB2 ON EXISTING ALIGNMENT OF VMS HIGH VOLTAGE LINES. PULL BACK EXISTING LINES AND INSTALL NEW SWEEPS INTO JUNCTION BOX. RECONNECT

EXISTING LINES TO BUILDING. SET TOP OF BOX FLUSH WITH FINISH GRADE.

24. CONSTRUCT 2” DIAMETER SCHEDULE 40 PVC CONDUIT FROM BUILDING TO NEW JUNCTION BOX. PROVIDE 30” MINIMUM COVER. CONDUIT PROVIDES PATHWAY FOR RED / GREEN BEACON

SWITCH.

25. CONSTRUCT JUNCTION BOX JB2 ON EXISTING ALIGNMENT OF VMS LOW VOLTAGE LINES. PULL BACK EXISTING LINES AND INSTALL NEW SWEEPS INTO JUNCTION BOX. RECONNECT

EXISTING LINES TO BUILDING. SET TOP OF BOX FLUSH WITH FINISH GRADE.

26. CONSTRUCT 2” DIAMETER SCHEDULE 40 PVC CONDUIT FROM BUILDING TO NEW JUNCTION BOX. PROVIDE 30” MINIMUM COVER. CONDUIT PROVIDES PATHWAY FOR LOW VOLTAGE

CONNECTIONS TO VMS.

27. CONSTRUCT 2” DIAMETER SCHEDULE 40 PVC CONDUIT FROM BUILDING TO NEW JUNCTION BOX. PROVIDE 30” MINIMUM COVER. CONDUIT PROVIDES PATHWAY FOR OPEN / CLOSED SIGN

CONTROLS.

28. CONSTRUCT 2” DIAMETER SCHEDULE 40 PVC CONDUIT FROM BUILDING TO NEW JUNCTION BOX. PROVIDE 30” MINIMUM COVER. CONDUIT PROVIDES POWER FOR OPEN / CLOSED SIGN.

29. CONSTRUCT JUNCTION BOX JB2 ON EXISTING ALIGNMENT OF POWER SUPPLY TO OPEN / CLOSED SIGN. PULL BACK EXISTING LINES AND INSTALL NEW SWEEPS INTO JUNCTION BOX.

RECONNECT EXISTING LINES TO BUILDING. SET TOP OF BOX FLUSH WITH FINISH GRADE.

30. CONSTRUCT JUNCTION BOX JB2 ADJACENT TO BUILDING IN CONCRETE WALK FOR CONNECTION TO SERVER ROOM CONDUITS. SET TOP OF BOX FLUSH WITH FINISH GRADE.

31. CONSTRUCT (4) 2” DIAMETER SCHEDULE 40 CONDUITS FROM ACCESS WALL INTO JUNCTION BOX.

32. CONSTRUCT (2) SPARE 2” DIAMETER SCHEDULE 40 PVC CONDUITS FROM JUNCTION BOX TO 6'-0” BEYOND THE EDGE OF CONCRETE WALK. PROVIDE 30” MINIMUM COVER. CAP FOR

FUTURE CONNECTION.

33. CONSTRUCT COMPACTED CRUSHED AGGREGATE EMBANKMENT AROUND BACK OF BUILDING TO SUPPORT CONCRETE WALK AND JUNCTION BOXES. MATCH FINISH GRADES AT NEW AND EXISTING PAVED SURFACES. SLOPE FINISHED AGGREGATE SURFACE SLIGHTLY TO THE SOUTHWEST.

34. SLOPE AGGREGATE EMBANKMENT AT 1 VERTICAL TO 2 HORIZONTAL (MINIMUM) FROM NEW FINISH GRADE TO MATCH INTO EXISTING SLOPE GRADE.

35. CONSTRUCT CONCRETE WALK AROUND BUILDING, SEE DRAWING A1.

36. MATCH EDGE OF NEW CONCRETE WALK TO EXISTING CONCRETE EDGE ALONG TRUCK LANE.

37. MATCH EDGE OF NEW CONCRETE WALK TO SAW CUT EDGE OF EXISTING ASPHALT PAVEMENT. SAW CUT EDGE MUST BE STRAIGHT, VERTICAL, AND FREE OF DAMAGE. RE-SAW CUT EDGE

PRIOR TO POUR.

38. RESTORE FINISHED SURFACE ABOVE DRAINPIPES TO MATCH INTO SURROUNDING GRADES. SLIGHTLY MOUND SURFACE ABOVE UTILITY TRENCH. HYDROSEED AND HYDROMULCH

DISTURBED AND EXPOSED SOIL PRIOR TO SUBSTANTIAL COMPLETION.

39. REINSTALL SALVAGED CONCRETE BARRIER AT LOCATION SHOWN.

40. REINSTALL SALVAGED CONCRETE BARRIER AT LOCATION SHOWN AFTER NEW CONCRETE WALK HAS CURRED FOR A MINIMUM OF FOURTEEN DAYS.

41. CONSTRUCT 1" DIA. SCHEDULE 40 CONDUIT FROM BUILDING TO JUNCTION BOX.

42. CONSTRUCT JUNCTION BOX JB2 AT EDGE OF CONCRETE WALK FOR FUTURE BARRIER MOUNTED LIGHTING CONNECTION. SET TOP OF BOX FLUSH WITH FINISH GRADE.

43. INSTALL SPARE 1" DIA. SCHEDULE 40 CONDUIT FROM BOX TO SAWCUT LINE. CAP FOR FUTURE USE.

44. CONSTRUCT 2" DIA. SCHEDULE 40 CONDUIT FROM BUILDING TO NEW ELECTRIC VEHICLE CHARGER FOUNDATION. STUB CONDUIT UP 6" ABOVE FINISHED SURFACE OF FOUNDATION AND

CAP FOR FUTURE USE.

45. CONSTRUCT CONCRETE FOUNDATION FOR FUTURE ELECTRIC VEHICLE CHARGER. FOUNDATION IS 2'-0"x2'-0" BY 1'-3" THICK. TOP OF FOUNDATION IS TO BE 3" ABOVE ADJACENT FINISHED

GRADE. INSTALL (3) #4 REBARS EACH WAY 3" CLEAR OF BOTTOM OF FOOTING.

DETAIL SITE PLAN

LEGEND:

EXISTING LIGHT POLE

EXISTING UTILITY POLE

EXISTING OVERHEAD POWER LINEOHP

EXISTING UNDERGROUND ELECTRICALE

EXISTING TELEPHONE LINECOM

EXISTING JUNCTION BOX

EXISTING SCALE ACCESS HOLE

NEW UNDERGROUND UTILITY

NEW JUNCTION BOX OR HANDHOLE

0 10'

DETAIL SITE PLAN

SCALE: 1" = 10'

PROJECT BENCH MARK (PBM)

PROJECT BENCH MARK IS THE STEEL ANGLE

CORNER SOUTHEAST OF THE TRUCK SCALE

ASSUMED ELEVATION = 100'-0"

C3

A3

C4

Digitally Signed 2026.08.18 16:03:16

EXISTING SCALEEXISTING VAULT

FINISH FLOOR

EXISTING SCALE PIT

EXISTING

CONCRETE

FLOOR

NEW CONCRETE

HEADER WALL,

SEE DETAIL

SAWCUT AND REMOVE INTERFERING

SECTION OF EXISTING CONCRETE VAULT

TO 6" BELOW FOOTING LEVEL

NEW SCALE HOUSE

CORE HOLE IN VAULT

WALL FOR 4" DIAMETER

VAULT DRAIN, SEE SITE

PLAN

COMPACTED CRUSHED

AGGREGATE FILL,

COMPACT TO 95% PER

ASTM D698, TYP.

OPTIONAL FILL SLOPE FOR

CLEAN EXCAVATION SPOILS,

SEE DRAWING C3

APPROXIMATE

EXISTING GRADE

CONCRETE WALK

APPROXIMATE

EXISTING GRADE

UNDISTURBED

EXISTING SOIL

DRAIN ROCK BACKFILL,

SEE DRAWING C3

SAW CUT

VAULT

6"

FIELD VERIFY

1'-0" MIN.

6"

6"

CUT PIPE TO MATCH EXISTING

GROUND SLOPE, TYPICAL

HINGED STAINLESS

STEEL RODENT GUARD

EXISTING GROUND

FROM SCALE PIT AND

DOWNSPOUTS (SEPARATE PIPES)

NEW CONCRETE OUTFALL

PROTECTION 6" MINIMUM ALL

AROUND AND BETWEEN PIPES

REDUCED 50%

WHEN PRINTED

AT 11" x 17"

TH

IS

D R

AW

IN

G

IS

R

ED

U C

ED

IF

B O

R D

ER

IS

N O

T

/2

" x

2"

F5340202

ODOT NORTH PLAINS SCALE HOUSE

REPLACEMENT

US HIGHWAY 26, MILE POST 54.10, CORNELIUS, OR 97113 10

08/18/26

FRANCO

JON DOUGHTON

SITE SECTION

C4

SITE SECTION

SCALE: 1/2" = 1'-0"

C4

A3

OUTFALL PROTECTION

SCALE: 1-1/2" = 1'-0"

C4

Digitally Signed 2026.08.18 16:03:38

ROOM FINISH SCHEDULE

WINDOW SHUTTERS (ALL WINDOWS) : MOTORIZED ROLL DOWN METAL SHUTTERS. PROVIDE BACKUP MANUAL OPERATORS.

COORDINATE INSTALLATIONS OF INTERIOR OPERATOR CONTROLS FOR ALL SHUTTERS.

• SEE DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ROUGH FRAMING DIMENSIONS.

• ALL DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY.

• ALL HARDWARE ON DOORS, CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL BE LEVER OR OTHER SHAPE TO ALLOW OPERATION

WITHOUT TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. OPERATION FORCE MAY NOT EXCEED 5 POUNDS, EXCEPT EXTERIOR DOORS, WHICH

MAY BE 8-1/2 POUNDS.

• DOOR THRESHOLDS TO BE A MAXIMUM 1/2" HEIGHT WITH BEVELED SLOPE NOT EXCEEDING 1:2. THRESHOLDS MUST COMPLY WITH ADA.

• ALL DOOR AND WINDOW OPENINGS TO BE FLASHED AND SEALED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. OTHER

OPENINGS TO BE FLASHED IN A MANNER TO MAKE THEM WEATHERPROOF.

• ALL EXTERIOR WINDOW HEAD TRIM MEMBERS ARE TO BE 5/4 BY 10" CEDAR. ALL OTHER DOOR AND WINDOW TRIM MEMBERS ARE TO BE 5/4 BY 4" CEDAR.

• INTERIOR CUSTOMER WINDOW IS 3/8" THICK POLYCARBONATE.

NOTES AND COMMENTS:

• ALL GYPSUM BOARD IS TO BE MOLD AND MOISTURE RESISTANT. PROVIDE LIGHT "ORANGE PEEL" TEXTURE.

• INTERIOR WINDOW TRIM IS TO BE PAINTED 1X3 MDF.

• COUNTER SURFACES ARE TWO LAYERS OF 3/4" THICK PARTICLE BOARD FINISHED WITH PLASTIC LAMINATE.

• FIXED - TEMPERED WITH SEALED INSULATING GLASS WITH THERMAL BREAK SEPARATING THE INSIDE

FROM THE OUTSIDE GLASS.

• LOW-E U-FACTOR OF 0.27

• ALMOND COLORED FRAME

• FIXED - TEMPERED WITH SEALED INSULATING GLASS WITH THERMAL BREAK SEPARATING THE INSIDE

FROM THE OUTSIDE GLASS.

• LOW-E U-FACTOR OF 0.27

• ALMOND COLORED FRAME

WINDOW SCHEDULE

NO. SIZE MATERIAL REMARKS

1 7'-0"x4'-0" DOUBLE PANE

VINYL

4'-0"x4'-0" DOUBLE PANE

VINYL

DOOR SCHEDULE

NO. SIZE FRAME DOOR REQUIREMENTS

1 3'-0"x6'-8" DOOR AND FRAME D2

HOLLOW METAL

F1

INSULATED

HOLLOW

METAL

4 3'-0"x6'-8" DOOR AND FRAME D1

3'-0"x6'-8" DOOR AND FRAME D3

3'-0"x6'-8" DOOR AND FRAME D1

HOLLOW METAL

HOLLOW METAL

INSULATED

HOLLOW

METAL

FLOOR BASE WALLS CLG. COUNTER PAINT

W

AT

ER

P

RO

OF

V

IN

YL

P

LA

NK

4" V

IN

YL

B

AS

E-

CO

VE

D

5/8 " G

YP

. B

OA

RD

5/8 " G

YP

. B

OA

RD

LA

MI

NA

TE

D

PL

AS

TI

C

CE

ILI

NG

W

AL

L

HO

LL

OW

M

ET

AL

D

OO

RS

SERVER ROOM

CUSTOMER AREA

WORK AREA

REST ROOM

CUSTOMER COUNTER

3 FIXED - SITE BUILT. SEE DETAILFIELD VERIFY POLYCARBONATE 3

S2

HOLLOW METAL

F1

HOLLOW METAL

F1

HOLLOW METAL

F1

SEE DRAWING A3 FOR DOOR TYPES

• INTERIOR PANIC HARDWARE, EXTERIOR PULL -

PROVIDED BY ODOT, INSTALLED BY

CONTRACTOR

• LOCKSET “L1” - SEE SPECIFICATIONS

• ELECTRIC STRIKE CONTROLLED BY “BUZZ-IN”

UNLOCK BUTTON MOUNTED UNDER OPERATOR

COUNTER - ELECTRIC STRIKE IS PROVIDED BY

ODOT, INSTALLED BY CONTRACTOR

• DEADBOLT - PROVIDED AND INSTALLED BY

ODOT

• 6”x30” TWO-WAY WINDOW, SAFETY GLASS

• MECHANICAL CLOSER

• WEATHERSTRIPPING ALL AROUND DOOR

• 36”x12” STAINLESS STEEL KICK-PLATE AT

INTERIOR

• MORTISE PRIVACY LOCK WITH

INTERCONNECTED OCCUPIED INDICATOR

- PROVIDED BY ODOT, INSTALLED BY

CONTRACTOR

• LOCKSET “L2” - SEE SPECIFICATIONS

• MECHANICAL CLOSER

• INTERIOR PANIC HARDWARE, EXTERIOR PULL -

PROVIDED BY ODOT, INSTALLED BY

CONTRACTOR

• LOCKSET “L1” - SEE SPECIFICATIONS

• ELECTRIC STRIKE CONTROLLED BY “BUZZ-IN”

UNLOCK BUTTON MOUNTED UNDER OPERATOR

COUNTER - ELECTRIC STRIKE IS PROVIDED BY

ODOT, INSTALLED BY CONTRACTOR

• DEADBOLT - PROVIDED AND INSTALLED

BY ODOT

• 24”x30” TWO-WAY WINDOW, SAFETY

GLASS

• MECHANICAL CLOSER

• WEATHERSTRIPPING ALL AROUND DOOR

• 36”x12” STAINLESS STEEL KICK-PLATE AT

INTERIOR

• LOCKSET - PROVIDED AND INSTALLED

BY ODOT

• LOCKSET “L3” - SEE SPECIFICATIONS

• MECHANICAL CLOSER

• MINIMUM 12”x12” LOUVERED VENT KIT

INSTALLED IN DOOR

5 3'-0"x6'-8" DOOR AND FRAME D2

HOLLOW METAL

F1

INSULATED

HOLLOW

METAL

• INTERIOR PANIC HARDWARE, EXTERIOR PULL -

PROVIDED BY ODOT, INSTALLED BY

CONTRACTOR

• LOCKSET “L1” - SEE SPECIFICATIONS

• ELECTRIC STRIKE WIRED TO ATTIC AND

LABELED FOR FUTURE USE - ELECTRIC STRIKE

IS PROVIDED BY ODOT, INSTALLED BY

CONTRACTOR

• DEADBOLT - PROVIDED AND INSTALLED BY

ODOT

• 6”x30” TWO-WAY WINDOW, SAFETY GLASS

• MECHANICAL CLOSER

• WEATHERSTRIPPING ALL AROUND DOOR

• 36”x12” STAINLESS STEEL KICK-PLATE AT

INTERIOR

NOTE: DEADBOLTS, LOCK SETS, AND ELECTRIC STRIKES ARE FURNISHED BY ODOT. CONTRACTOR SHALL PROVIDE CONSTRUCTION CORES FOR USE DURING CONSTRUCTION. ODOT WILL INSTALL PERMANENT CORES AFTER FINAL COMPLETION, SEE SPECIFICATIONS.

7'-7" 7'-10" 5'-4"5'-3"

2X6 EXTERIOR WALL (TYP.)

2X4 INTERIOR WALL (TYP.)

S2

S2

S2

CUSTOMER

WINDOW

24"X38"HIGH

LAM. COUNTER

W/ 24"X36" HINGED TOP. PROVIDE

POSITIVE LOCKING LATCH

ELECTRIC STRIKE UNLOCK

BUTTON UNDER COUNTER,

ONE FOR EACH DOOR

CENTRALLY LOCATED

CEILING MOUNTED

HEAT PUMP

2" RADIUS,

TYP.

2" GROMMET THROUGH

COUNTER IN POSITIONS

SHOWN, TYP., UNLESS

NOTED OTHERWISE

ELECTRIC STRIKE

AT FRONT DOOR

18"x57"x43.25"HIGH

LAM. COUNTER

HINGE

3/4" THICK FIRE

RATED PLYWOOD

FASTENED TO WALL

ELECTRIC STRIKE

AT BACK DOOR

VENT FOR AIR

FLOW BETWEEN

AREAS

EXTERIOR WALL

MOUNTED

HEAT PUMP

FUTURE

DATA RACK

WORK AREA

5'-7" Ø CLEAR

" D

EE

P x

" H

IG

H

LA

M. C

OUN

TE

R

ADA CUSTOMER AREA

5'-7 Ø CLEAR

REST ROOM

42" MIN.

CLEARANCE

5'-2"6'-0"±6'-5"±3'-11"

21'-6"4'-6"

3'-6"

3'-6"

7'-0"

3'-6"

7'-6"

6'-6"

SERVER ROOM

RECESSED

ELECTRICAL PANEL

INCINOLET

ELECTRIC

TOILET

INCINOLET VENT PIPE IN

CHASE, SEE NOTES

MATCH GRADE WITH

NEW WALK

MATCH GRADE

WITH NEW WALK

5'-7"

2'-0"

CUSTOMER COUNTER

POSITION WINDOWS AS CLOSE

TO CORNER AS POSSIBLE

CABINET BELOW

COUNTER

GROMMET THROUGH

COUNTER TOP

ELECTRIC

STRIKE

MATCH GRADE

WITH NEW WALK

ACCESS WALL BELOW

COUNTER, SEE DETAIL A3

ACCESS WALL,

SEE DETAIL A2

5'-0" 26'-0" 6'-0"

5'-0"

14'-0"

8'-0"

EXISTING

POWER POLE

MATCH

6" THICK CONCRETE WALK IN FRONT

OF BUILDING WITH #4 REINFORCING

AT 16" ON CENTER EACH WAY 2"

CLEAR FROM SURFACE, PROVIDE

LIGHT BROOM FINISH

MATCH

EXISTING EDGE OF

CONCRETE / STRIPE LINE

100'-0 1/2"

100'-0 1/2"

10"

1'-6"

FINISH FLOOR

= 100'-1 1/2"

100'-0 1/2"

INCINOLET, VENT AND CHASE NOTES

1. SEE INCINOLET MANUFACTURER'S CURRENT INSTALLATION INSTRUCTIONS FOR VENT LOCATION.

2. VENT SHALL BE 4" DIAMETER SCHEDULE 40 PVC PIPE. GLUE JOINTS.

3. EXTEND VENT THROUGH WALL AND UP INTO CHASE WITH A LONG SWEEP ELBOW.

4. CENTER VENT IN CHASE. PROVIDE 2" MINIMUM CLEARANCE BETWEEN VENT AND CHASE WALLS.

5. INSTALL 5/8" GYPSUM BOARD AT INTERIOR CHASE WALLS. NO FINISH IS REQUIRED.

6. EXTEND VENT PIPE INTO RESTROOM AND CONNECT TO INCINOLET TOILET.

7. PROVIDE ESCUTCHEON FINISH PLATE AROUND VENT AT WALL PENETRATION.

8. PROVIDE 2x12 SOLID BLOCKING BETWEEN STUDS ON BOTH WALLS ADJACENT TO INCINOLET TOILET.

BEHIND ALL GRAB BARS ATTACH POINTS.

9. EXTEND VENT THROUGH ROOF WITH UV RESISTANT WEATHER SEALED ROOF BOOT.

10. PROVIDE WEATHER TIGHT VENT CAP WITH 1/4" STEEL MESH BUG SCREEN.

100'-0 1/2"

DOWNSPOUT

CONNECTION,

SEE DETAIL

A3

DOWNSPOUT

CONNECTION,

SEE DETAIL A3

TOOLED JOINT,

TYPICAL

S2

S2

4" THICK CONCRETE

WALK AROUND BUILDING

WITH #4 REINFORCING

AT 16" ON CENTER EACH

WAY, 1-1/2" CLEAR FROM

SURFACE, PROVIDE

LIGHT BROOM FINISH

6" THICK

4" THICK

6" THICK

4" THICK

18"

100'-0 1/2" 100'-0 1/2"

STEEL ANGLE CORNER

SOUTHEAST OF SCALE SURFACE

(ASSUMED ELEVATION = 100'-0")

3" GROMMET THROUGH

COUNTER AT THIS LOCATION

REDUCED 50%

WHEN PRINTED

AT 11" x 17"

TH

IS

D R

AW

IN

G

IS

R

ED

U C

ED

IF

B O

R D

ER

IS

N O

T

/2

" x

2"

F5340202

ODOT NORTH PLAINS SCALE HOUSE

REPLACEMENT

US HIGHWAY 26, MILE POST 54.10, CORNELIUS, OR 97113 10

08/18/26

FRANCO

JON DOUGHTON

FLOOR PLAN A1

FLOOR PLAN

SCALE: 1/2" = 1'-0"

5S T R U C T U R A L

J A N U A R Y 1 3 , 2 0 0 4

Digitally Signed 2026.08.18 16:03:54

SHUTTER

ROLL-DOWN

(TYPICAL)

FLOOD LIGHTS,

SEE DRAWING E1

INSTALL 18" DIA. CONVEX

ACRYLIC SAFETY MIRROR

MOUNTED ON ROOF BEAM

TO PROVIDE VIEW OF DOOR

WALL MOUNT OUTDOOR HEAT

PUMP UNIT, INSTALL ±7'-0"

ABOVE FINISHED GRADE

1X8 FIBER CEMENT TRIM BAND

WITH "Z" FLASHING, TYPICAL AT EACH END

TYPICAL FIBER CEMENT SIDING

WITH 7" EXPOSURE

HEAT PUMP

ROLL-DOWN

SHUTTER

ROLL-DOWN

SHUTTER

ROLL-DOWN

SHUTTER

METAL ROOFING

FLOOD LIGHTS,

SEE DRAWING E1

MANUAL WINDOW SHUTTERS

ARE TO BE INSTALLED ON

CONTRACTOR CONSTRUCTED

WINDOW TRIM

TRIM COVERING

ROOF BEAM

WALL MOUNTED

HEAT PUMP

INCINOLET EXHAUST

PIPE WITH WEATHER

RESISTANT CAP

SERVER ROOM

EXHAUST VENT

REST ROOM

EXHAUST VENT

SEE NOTE

REFERENCE ON

DRAWING E1, TYP.

ROLL-DOWN

SHUTTER

SAFETY MIRROR

TYPICAL DIMENSION,

VERIFY WITH CPM

S1

S1

WALL MOUNTED

SPEAKER

RECEPTACLE WITH WEATHER

CAP MOUNTED ON GABLE

SEE DRAWING

E1, TYP.

WEATHER PROTECTED WALL PENETRATION

FOR RADIO ANTENNA CONNECTION

REDUCED 50%

WHEN PRINTED

AT 11" x 17"

TH

IS

D R

AW

IN

G

IS

R

ED

U C

ED

IF

B O

R D

ER

IS

N O

T

/2

" x

2"

F5340202

ODOT NORTH PLAINS SCALE HOUSE

REPLACEMENT

US HIGHWAY 26, MILE POST 54.10, CORNELIUS, OR 97113 10

08/18/26

FRANCO

JON DOUGHTON

ELEVATIONS A2

REAR ELEVATION

SCALE: 1/2" = 1'-0"

FRONT ELEVATION

SCALE: 1/2" = 1'-0"

LEFT ELEVATION

SCALE: 1/2" = 1'-0"

RIGHT ELEVATION

SCALE: 1/2" = 1'-0"

6S T R U C T U R A L

J A N U A R Y 1 3 , 2 0 0 4

Digitally Signed 2026.08.18 16:04:12

6" CONC. SLAB

15 MIL VAPOR BARRIER

OVER COMPACTED

CRUSHED AGGREGATE

INCINOLET

ELECTRIC TOILET

(WHERE SHOWN)

2x4 STUDS 16" O.C.

SOUND INSULATION

5/8" GYP. BD. EA. SIDE

1/2" DIA. BY 6" ANCHOR BOLT

AT 6'-0" ON CENTER MAXIMUM

FLOOR FINISH

THREADED

CLEANOUT CAP

BUILDING LINE

FINISH GRADE

PER PLAN

RECTANGULAR TO

PIPE ADAPTER

PREFINISHED RECTANGULAR

METAL DOWNSPOUT LEADER

SCH. 40 ABS CLOSE TEE AND

FITTINGS, PAINT TO MATCH

DOWNSPOUT LEADER COLOR

18" MIN.

NOTE: TURN CLEANOUT TEE FITTING

PARALLEL TO BUILDING WALL TO

MINIMIZE PROJECTION INTO SIDEWALK.

CONCRETE

SIDEWALK

JUNCTION BOX,

SIZE AS REQUIRED

EXTEND CONDUIT INTO

JUNCTION BOX, PROVIDE

BUSHINGS AT ALL CONDUITS

NOTE: JUNCTION BOXES SHALL NOT HAVE

ANY WIRES OR CONNECTIONS PASSING

THROUGH REMOVABLE COVERS. WALL

PENETRATIONS MAY PASS THROUGH

SUITABLE WALL PLATES DESIGNED FOR

SUCH USE. CONFIGURE WALL

PENETRATIONS SO THAT REMOVABLE MDO

WALL COVERING IS NOT OBSTRUCTED BY

WALL PENETRATIONS.

CONDUIT

PER PLAN

FOR ADDITIONAL

NOTES, SEE DETAIL

A3

FACE OF JUNCTION BOX SHALL COVER

REMOVABLE MDO PLYWOOD WALL

COVERING AT EDGES, AND SHALL BE

REMOVABLE WITH SCREWS

1/2" THICK REMOVABLE MDO

PLYWOOD WALL COVERING

1/2" THICK BY 6" TALL MDO PLYWOOD

PERMANENT BASE BOARD WITH

RUBBER BASE ATTACHEDCONCRETE

SIDEWALK

DOUBLE FRAMED WALL,

INTERIOR WALL IS UN-INSULATED

FOR UTILITY ACCESS

1/2" THICK REMOVABLE MDO

PLYWOOD WALL COVERING

1/2" THICK BY 6" TALL MDO PLYWOOD

PERMANENT BASE BOARD WITH

RUBBER BASE ATTACHED

6"-8"

FRAMING SIZE

PER PLAN

TYPICAL EXTERIOR

WALL PER PLAN

CONDUIT

PER PLAN

NOTE: REMOVABLE MDO PLYWOOD WALL COVERING SHALL BE

PRECISELY FIT AT ALL EDGES WITH STRAIGHT LEVEL AND PLUMB

SEAMS NO WIDER THAN 1/16". CONFIGURE SO THAT PANEL CAN BE

REMOVED WITHOUT OBSTRUCTION FROM PERMANENT CONSTRUCTION.

PANEL SHALL EXTEND FROM PERMANENT WALL BASE TO CEILING OR

UNDERSIDE OF COUNTER, AS APPLICABLE. SIZE PANEL TO FIT AROUND

COUNTER SUPPORTS WHERE REQUIRED. FASTEN PANEL TO WALL WITH

#9 BY 1 1/2" STAINLESS STEEL PHILIP HEAD SCREWS AT 16" ON CENTER

AT SUPPORTING FRAMING. ARRANGE SCREW PATTERN IN UNIFORM

HORIZONTAL AND VERTICAL ROWS. USE COUNTERSUNK SCREW HEADS

SET FLUSH WITH PANEL SURFACE. FINISH PAINT REMOVABLE PANEL,

INCLUDING EDGES, PRIOR TO SECURING WITH SCREWS. SCREW HEADS

ARE TO REMAIN UNPAINTED.

NOTE: USE 3/4" FIRE RATED PLYWOOD

INSTEAD OF MDO AT WALL WITH FUTURE

DATA RACK. LOWER 18" OF PLYWOOD

SHALL BE SEPARATE AND REMOVABLE.

CONCRETE

SIDEWALK

FOR ADDITIONAL

NOTES, SEE DETAIL

A3

CONDUIT

PER PLAN

1/2" THICK BY 6" TALL MDO PLYWOOD

PERMANENT BASE BOARD WITH

RUBBER BASE ATTACHED

1/2" THICK REMOVABLE MDO

PLYWOOD WALL COVERING

PROVIDE 2" GAP FOR CONDUITS AND

CABLES AT TOP OF REMOVABLE COVER

WORK COUNTER

GROMMET THROUGH COUNTER

WHERE SHOWN ON PLAN

CONDUITS FROM JUNCTION

BOXES, AS REQUIRED

2x4 ACCESS WALL TO

BOTTOM OF COUNTER

JUNCTION BOX,

AS REQUIRED

NOTE: SIZE REMOVABLE

WALL COVERING UNDER

COUNTER SO THAT

SUPPORT BRACKETS DO

NOT PREVENT REMOVAL.

3'-0"

6'-8"

D1F1

3'-0"

6'-8"

FRAME TYPES

3'-0"

D2

DOOR TYPES

3'-0"

D3

6'-8"

EXISTING EDGE OF

CONCRETE SCALE

10"

#4 REBAR AT 12" ON

CENTER EACH WAY

2'-0" LONG #4 REBAR DOWEL BARS

AT 12" ON CENTER AT TOP, BOTTOM

AND SIDE WALLS, EMBED 6" IN

EPOXY

EXISTING VAULT

CONCRETE FLOOR

STRUCTURAL FILL

NEW CONCRETE

WALK

6"

4" MIN.

SA

W

CU

T

LIN

E

1'-0"

3"

REDUCED 50%

WHEN PRINTED

AT 11" x 17"

TH

IS

D R

AW

IN

G

IS

R

ED

U C

ED

IF

B O

R D

ER

IS

N O

T

/2

" x

2"

F5340202

ODOT NORTH PLAINS SCALE HOUSE

REPLACEMENT

US HIGHWAY 26, MILE POST 54.10, CORNELIUS, OR 97113 10

08/18/26

FRANCO

JON DOUGHTON

DETAILS A3

7S T R U C T U R A L

J A N U A R Y 1 3 , 2 0 0 4

INTERIOR PARTITION WALL

SCALE: 3/4" = 1'-0"

A3

DOWNSPOUT DETAIL

SCALE: 1" = 1'-0"

A3

DOUBLE FRAMED ACCESS WALL

SCALE: 3/4" = 1'-0"

A3

JUNCTION BOX AT ACCESS WALL

SCALE: 3/4" = 1'-0"

A3

JUNCTION BOX AT COUNTER ACCESS WALL

SCALE: 3/4" = 1'-0"

A3

NOTE: SEE DRAWING A1 FOR DOOR CALLOUT.

VAULT HEADER WALL

SCALE: 1-1/2" = 1'-0"

A3

NOTE: JUNCTION BOX FACE PLATES SHALL

COVER GAP BETWEEN BOX AND MDO.

REMOVABLE MDO MUST ALSO BE ABLE TO BE

REMOVED AFTER JUNCTION BOX FACE PLATE

IS REMOVED.

Digitally Signed 2026.08.18 16:04:27

3" CLR.

2'-0"

12"

TYPICAL ANCHOR BOLTS, TITEN

GALVANIZED 1/2" x 6" BOLTS 4'-0" O.C.

AND 12" MAXIMUM FROM END OF PLATE,

PROVIDE 5"x5" BY 1/4" THICK GALV.

PLATE WASHERS

6" CONC. SLAB

15 MIL VAPOR BARRIER

OVER COMP. CRUSHED AGG.

P.T. SILL PLATE OVER

FOAM GASKET

FIBER CEMENT LAP SIDING

WEATHER BARRIER

15/32" PLYWOOD

2x6 STUDS AT 16" O.C.

5" CLOSED CELL SPRAY FOAM INSULATION

5/8" GYP BOARD

PROVIDE 24 GAUGE BY 8"

WIDE STAINLESS STEEL "Z"

FLASHING ACROSS SILL

JOINT WITH CONCRETE

(2) #4 REBAR

CONTINUOUS

CONCRETE

SIDEWALK

NOTE: USE 24" x 24" "L" BARS

AT FOOTINGS AT CORNERS.

MATCH ANGLE OF CORNER.

4" XPS RIGID INSULATION FULL

DEPTH OF THICKENED

FOUNDATION EDGE

#4 EDGE BARS AT 2'-0"

ON CENTER

24"

18"

8"

6'-6" 7'-6" 1'-0"1'-0"

ENGINEERED

TRUSS

VARIES BY MFGR.

1'-0"1'-0"

14'-0"

1'-0"1'-0" 14'-0"

ENGINEERED

TRUSS

ENGINEERED

TRUSS

TR

US

S C

" O

.C

1'-0"

TR

US

S B

1'-0"

HD

HD

DOWNSPOUT

4X6 HEADER, TYP.

GABLE TRUSS A WITH

VERTICALS AT 16" ON

CENTER

22" X 34" ATTIC

ACCESSES

CONTINUOUS 5 12" X 6"

24F-V8 GLULAM BEAM.

NO CAMBER

1'-0"

1'-0"

DOWNSPOUT

HD

HD

GABLE TRUSS C WITH

VERTICALS AT 16" ON

CENTER

HD

HD2

HD2

STEEL COLUMN IN

CORNER, SEE DETAIL 3

S1

USE 4" ON CENTER

EDGE NAILING AT

THIS WALL

FASTEN ANGLED GLULAM TO

CONTINUOUS GLULAM, USE (4)

SDWH271000G SCREWS 1

S1

S1

6" WALL

S1

VERIFY SIZE AND LOCATION OF

ALL UNDER GROUND UTILITY

CONNECTIONS WITH MOTOR

CARRIER AND ODOT CPM.

6" CONC. SLAB W/ #4

BARS 16" O.C. EA. WAY 1

A3

S1

COORDINATE CONDUIT

INSTALLATIONS, SEE

DRAWINGS C3 AND E1

TO VMSTO PIT

21'-41 2"4'-51

2"

6'-51 4"

7'-43 4"

25'-10"

6'-11"

6'-11"

13'-10"

PROVIDE #4 REBAR DOWEL PROJECTING

12" ABOVE TOP OF SLAB IN ACCESS WALL

FOR ELECTRICAL GROUND, BAR IS TO BE A

MINIMUM OF 20'-0" LONG AND LAPPED WITH

FOUNDATION REINFORCING. GROUND

SHALL COMPLY WITH ALL ELECTRICAL

CODE REQUIREMENTS

TO OPEN AND

CLOSED SIGN

STEEL COLUMN, SEE DETAIL

TYPICAL WALL FRAMING

TYPICAL WALL SHEATHING

TYPICAL GYPSUM

WALL BOARD

S1

TYPICAL WINDOW

SHUTTER TRACK

TYPICAL WALL SHEATHING

CONTINUOUS WOOD WEDGE FOR

ATTACHMENT, FASTEN SECURELY

TO STEEL COLUMN, TYPICAL

TYPICAL INTERIOR TRIM

STEEL COLUMN,

SEE DETAIL

S1

VERIFY

BOTTOM OF GLULAM BEAM

1/2" DIA. THROUGH BOLT WITH 3"x3" BY

1/4" THICK PLATE WASHER ON TOP

TYP.

1" 4"x2" BY 3/8" THICK PLATE WELDED TO

COLUMN, TYPICAL AT TOP AND BOTTOM

CONCRETE SLAB

SIMPSON 1/2" DIA. BY 8"

LONG GALV. TITEN HD BOLT

TYPICAL

WINDOW

TRIM

TYPICAL VINYL

WINDOW FLAME

HSS 2x2x1

4 STEEL TUBE

TYPICAL FURRED

WALL FRAMING

2" 1"

WEATHER

BARRIER

FLASHING

PER NOTE

STARTER STRIP

1/2" MINIMUM GAP

UNDER SIDING

2"

2"

2"

TH

IS

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IF

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2"

F5340202

ODOT NORTH PLAINS SCALE HOUSE

REPLACEMENT

US HIGHWAY 26, MILE POST 54.10, CORNELIUS, OR 97113 10

08/18/26

FRANCO

JON DOUGHTON

DETAILS S1

8S T R U C T U R A L

J A N U A R Y 1 3 , 2 0 0 4

TRUSS A

SCALE: 1/4" = 1'-0"

TYPICAL WALL SHEATHING

USE 15/32" PLYWOOD WITH 8d

NAILS AT 6" O.C. (EXCEPT WHERE

NOTED OTHERWISE) AT EDGES AND

12" O.C. IN THE FIELD

BLOCK ALL EDGES.

ROOF FRAMING PLAN

SCALE: 1/4" = 1'-0"

HD

SYMBOL INDICATES HOLDOWN LOCATION.

PROVIDE MINIMUM DOUBLE STUDS AT HOLDOWN.

INSTALL SIMPSON DTT2Z ANCHOR WITH (8) SDS 1/4 x 2 12

SCREWS. USE SIMPSON GALV. 1/2" DIA.

TITEN BY 8" LONG BOLT INTO CONCRETE.

ATTACH HOLDOWN TO DOUBLE 2x6 STUD LAMINATED WITH 10d NAILS AT 6" ON CENTER

AT HD2 SYMBOL. USE SIMPSON DTT2Z HOLDOWN WITH

(8) SDS1/4x2.5" SCREWS.

DESIGN ENGINEERED TRUSSES

FOR 45 PSF SNOW LOAD, AND 96

MPH EXPOSURE C WIND LOAD.

TRUSSES SHALL BE DESIGNED

FOR A COLLATERAL DEAD LOAD

OF 5 PSF IN ADDITION TO OTHER

LOADS TO ACCOMMODATE

FUTURE SOLAR LOADS.

REDUCED 50%

WHEN PRINTED

AT 11" x 17"

FOUNDATION PLAN

SCALE: 1/4" = 1'-0"

TRUSS B

SCALE: 1/4" = 1'-0"

TRUSS C

SCALE: 1/4" = 1'-0"

COLUMN AT FRAMED WALL

SCALE: 3" = 1'-0"

COLUMN AT WINDOWS

SCALE: 3" = 1'-0"

STEEL COLUMN

SCALE: 3" = 1'-0"

THICKENED SLAB FOUNDATION

SCALE: 3/4" = 1'-0"

S1

S1

S1

S1

S1

NOTE: ALL TRUSSES ARE AT 24" ON CENTER

NOTE: SPRAY FOAM INSULATION IS NOT

SHOWN ON DRAWING S1 FOR CLARITY.

Digitally Signed 2026.08.18 16:04:41

18"

MIN.

COUNTER

CABINET

STANDING SEAM METAL

ROOFING, TYPICAL

2x8 FASCIA, TYP.

CONTINUOUS

PREFINISHED

GUTTER,

TYPICAL

CUSTOMER

WINDOW

ROLL-DOWN

METAL SHUTTER,

TYPICAL

6"

SIMPSON H2.5 CLIP

EA. TRUSS EA.

END, TYPICAL

24" DEEP x 30" HIGH

COUNTER, TYPICAL

4" SPLASH, TYP.

PREFINISHED

DOWNSPOUT,

TYPICAL

38" MAX.

TEXTURE-FACED

VENTED SOFFIT

SHEATHING, TYPICAL 3/4" THICK MDO

PLYWOOD LAMINATE

ENCASED SWINGING

COUNTER

CONTINUOUS

STAINLESS

STEEL PIANO

HINGE

3/4" THICK BY 3" LAMINATE

COVERED COUNTER SUPPORT

1" x 3/4" NOTCH TO SUPPORT

SWINGING COUNTER

R-60 CLOSED CELL FOAM

INSULATION, TYPICAL

ENGINEERED

TRUSS, TYPICAL

FUTURE

TOILET

2x4 STUDS 16" O.C.

SOUND INSULATION

5/8" GYP. BD. EA. SIDE

CONTINUOUS RIDGE

CAP, TYPICAL

TYPICAL FULL DEPTH

BLOCKING BETWEEN

TRUSSES

36"

6"

33" - 36"

FUTURE GRAB BAR

AND FIXTURES,

NOT IN CONTRACT.

4" VINYL COVE BASE, TYPICAL

2'-6"

FRAMED WALL 18" DEEP x 43.25" HIGH

COUNTER ON TOP OF BUILT-IN

CABINET, SEE DETAIL

WINDOW TRIM

15 MIL. VAPOR

BARRIER

2x4 STUDS 16" O.C.

SOUND INSULATION

5/8" GYP. BD. EA. SIDE

TYPICAL EXTERIOR WALL

• FIBER CEMENT LAP SIDING WITH

7" EXPOSURE

• WEATHER BARRIER

• 15/32" PLYWOOD

• 2x6 16" O.C.

• R-35 CLOSED CELL FOAM

• 5/8"GYP BOARDWALL MOUNT

HEATER

VENT THROUGH

WALL

VENT

THROUGH

WALL

WINDOW

BEHIND WALL

DOOR REFERENCE, SEE

DRAWING A1

4" TOE KICK WITH RUBBER

BASE, TYPICAL

WALL MOUNT

HEATER ACCESS WALL,

SEE DETAIL A3

S2

8'-0"

3'-71 4"

GYPSUM BOARD, TYPICAL

RECESSED

ELECTRICAL

PANEL

CUSTOMER WINDOW,

SEE DETAIL

6"

S2

TYPICAL

ENGINEERED

TRUSSES

2x4 STUDS 16" O.C.

SOUND INSULATION

5/8" GYP. BD. EA. SIDE

4'-0"

DATA

RACK

INCINOLET

TOILET

40" 36" 26"

36"

42"12"

40"

18"

TOP OF BAR

GRAB BAR

GRAB BAR

TOILET PAPER

DISPENSER

VENT PIPE

CHASE

THRESHOLD

EXTENDS OVER

FOAM ONTO

CONCRETE

WALK, SEAL ALL

EXPOSED

EDGES, TYPICAL

PANIC

HARDWARE

1'-6"

REMOVABLE

ACCESS

6"

1" 2"

TWO ADJUSTABLE

SHELVES - PLASTIC LAM.

OVER 3/4" PLYWOOD

COUNTER OF (2)

LAYERS OF 3/4" THICK

PARTICLE BOARD

CENTER WINDOW

OVER COUNTER

SANDED AND PAINTED OAK

TRIM ALL AROUND WINDOW

3/8" THICK POLYCARBONATE

WINDOW IN 3/8" BY 1/2"

GROOVE ALL AROUND

PLASTIC LAMINATE SURFACING

AT ALL FACES, TYPICAL

1'-6"

PLASTIC LAM. SWINGING DOORS

WITH CONCEALED HINGES

TH

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F5340202

ODOT NORTH PLAINS SCALE HOUSE

REPLACEMENT

US HIGHWAY 26, MILE POST 54.10, CORNELIUS, OR 97113 10

08/18/26

FRANCO

JON DOUGHTON

SECTIONS S2

9S T R U C T U R A L

J A N U A R Y 1 3 , 2 0 0 4

SECTION 6

SCALE: 1/2" = 1'-0"

S2

SECTION 5

SCALE: 1/2" = 1'-0"

S2

SECTION 4

SCALE: 1/2" = 1'-0"

S2

SECTION 1

SCALE: 1/2" = 1'-0"

S2

SECTION 2

SCALE: 1/2" = 1'-0"

S2

CUSTOMER COUNTER

SCALE: 1" = 1'-0"

S2

REDUCED 50%

WHEN PRINTED

AT 11" x 17"

Digitally Signed 2026.08.18 16:05:02 -07'00'

S

S

S

S

S

A

J

DUPLEX CONVENIENCE OUTLET SPECIFICATION

GRADE GROUNDED TYPE RATED AT 20 AMP, 125

VOLT. COLOR SHALL BE WHITE. PROVIDE WHITE

COLOR PLASTIC COVER.

QUADRAPLEX RECEPTACLE OUTLET

(DOUBLE DUPLEX)

WEATHERPROOF OUTLET RATED AT 20 AMPS,

125 VOLTS. PROVIDE FLUSH DEVICE COVER.

COVER SHALL BE METAL AND SELF-CLOSING

INSTALL AS SHOWN.

SINGLE-POLE SWITCH

SWITCH - DIMMER ON/OFF WITH FULL RANGE

FROM 0% TO 100%. SWITCH SHALL BE RATED

AT 600 WATT, 120 VOLT. PROVIDE WHITE

COLORED PLASTIC COVER PLATE.

SWITCH - OPEN / CLOSED SIGN

TRAFFIC SIGNAL (RED LIGHT / GREEN LIGHT)

CONTROL STATION, INSTALL IN COUNTER TOP.

INSTALL FOOT SWITCH BELOW COUNTER.

THREE-WAY SWITCH

TELEPHONE DATA JACK

CEILING MOUNT CAN LIGHT FIXTURE. SEE

TWIST TIMER SWITCH

CEILING MOUNT LED LIGHT. SEE 15

12EXTERIOR LIGHT. SEE

FUTURE ALARM ABOVE CEILING

(NOT IN CONTRACT)

JUNCTION BOX ABOVE CEILING. INSTALL

REQ'D. WIRING FOR FUTURE ALARM.

LEGEND

240 VOLT INCINOLET MODEL WB 15. TERMINATE POWER AT WALL JUNCTION

BOX FOR FUTURE CONNECTION. PROVIDE COVER PLATE.

WALL MOUNTED, 1000 WATT, 240 VOLT, CADET

MODEL CSC102W.

RECESSED & ADJUSTABLE TYPE WITH WHITE EXTERIOR FINISH. LITHONIA

LIGHTING J6RL D8 09LM 35K 90CRI 120 FRPC WWH IN HOUSING.

WALL MOUNTED, 1000 WATT, 240 VOLT, CADET MODEL CSC102W. MOUNT AS CLOSE

TO FLOOR AS POSSIBLE. COORDINATE LOCATION WITH OTHER UNDER COUNTER

COMPONENTS TO MAINTAIN ALL REQUIRED CLEARANCES.

PIT LIGHTS (VERIFY IF REQUIRED).

TRAFFIC SIGNAL CONTROL (VERIFY IF REQUIRED).

SURFACE MOUNT EXTERIOR DISCONNECT FOR HEAT PUMP.

2" PVC CONDUIT

SWITCH

SWITCH

LIGHTING CONTACTOR

FORCED FAN HEATER

RECESSED CAN LIGHTS

FORCED FAN HEATER

200 AMP ELECTRICAL

SERVICE PANEL

SHUTTER POWER SUPPLY

SURFACE MOUNT LIGHT FIXTURE

SWITCH

2" PVC CONDUIT

EXTERIOR LIGHT

MINI SPLIT DUCTLESS

HEAT PUMP UNIT

THERMOSTAT

SERVER ROOM VENT FAN

OUTLET

EXHAUST FAN

ELECTRICAL NOTES

PANASONIC MODEL FV-0511VK2 WITH MODEL FV-MSVK1

MOTION SENSOR. SET FAN TO 80 CFM. VENT TO EXTERIOR.

DUPLEX CONVENIENCE OUTLET FOR WEIGHT INDICATOR.

0 TO 60 MINUTE TWIST TIMER CONTROL FOR HEATER,

INTERMATIC MODEL FF460M.

LITHONIA LIGHTING TFX1 LED 50K MVOLT YK DDBXD OUTDOOR FLOODLIGHT WITH

YOKE MOUNT. VERIFY POSITION WITH AGENCY PRIOR TO INSTALLATION.

TO VMS LOW VOLTAGE. TERMINATE IN WALL AT 16"x16"x4" METAL JUNCTION BOX ABOVE

FLOOR WITH REMOVABLE METAL COVER PLATE, SEE DRAWING C3.

CONNECT ELECTRIC SERVICE, SEE DRAWING C3. VERIFY CONDUIT SIZE

WITH ELECTRIC UTILITY.

DATA JACK (NUMBER EQUALS

REQUIRED CONNECTIONS)

NO. COMMENTS

TO SCALE PIT, SEE DRAWING C3. TERMINATE IN WALL AT 16"x16"x4" METAL

JUNCTION BOX ABOVE FLOOR WITH REMOVABLE METAL COVER PLATE.

6 FLOODLIGHT - WALL MOUNTED

(4) 2" PVC CONDUITS

(2) PUSH BUTTONS

2" PVC CONDUIT

2 1/2" PVC CONDUIT (MIN.)

(5) 1 1/4" PVC CONDUIT

ITEM

MITSUBISHI INDOOR UNIT SLZ-AF12NL, OUTDOOR UNIT

SUZ-AA12NL 20.3 MINIMUM SEER2, 9.70 HSPF2.

LITHONIA LIGHTING TWX1 LED ALO 40K MVOLT DDBTXD ON PHOTOCELL CONTROL.

TO FUTURE ELECTRIC VEHICLE CHARGE FOUNDATION.

DIMMER.

LITHONIA LIGHTING LBL4 LP840 (CI-254RKH).

PROVIDE POWER SUPPLY JUNCTION BOX FOR EACH WINDOW SHUTTER WITH

CONDUIT RUN BACK TO PANEL, COORDINATE LOCATION.

FLUSH MOUNTED WITH DOOR, 200 AMP MAIN BREAKER WITH SPACE FOR 40 (MIN.)

SINGLE POLE PLUG-IN CIRCUIT BREAKERS.

CIRCUIT BREAKERS SHALL BE DOUBLE POLE OR SINGLE POLE, 10,000 A/C PLUG-IN.

CIRCUIT BREAKERS FOR OUTDOOR OUTLETS SHALL BE GFCI.

ELECTRIC INCINERATING

TOILET SYSTEM

28 DISCONNECT

PROVIDE TWO PUSH BUTTONS. ONE TO CONTROL EACH DOOR ELECTRIC STRIKE. ALL WIRING

SHALL BE CONCEAL IN JUNCTION BOXES AND CONDUIT UNDER COUNTER. BUTTONS SHALL

BE COMMERCIAL GRADE.

PANASONIC MODEL FV-0511VK2, SET FAN TO 80 CFM. VENT TO EXTERIOR.

ACTIVATED BY THERMOSTAT WHEN TEMPERATURE EXCEEDS 75° F.

PROVIDE LIGHTING CONTACTOR FOR EXTERIOR LIGHTING IN SUITABLE ELECTRICAL BOX

RECESSED IN ACCESS WALL. PROVIDE SWINGING ACCESS DOOR.

MOUNT ODOT SUPPLIED SPEAKER ON EXTERIOR WALL, CONNECT TO

RADIO BASE STATION.

29 WALL MOUNT PA SPEAKER

S SWITCH - FLOODLIGHT SINGLE POLE, SPEC.

GRADE, RATED AT 15 AMP, 227 VOLT. COLOR

SHALL BE WHITE INCLUDING COVER PLATE.

MOUNT ON WALL ABOVE COUNTER.

COORDINATE ATTIC ACCESS LOCATION TO AVOID CONFLICT WITH

TRUSSES AND LIGHTS, SEE DRAWING S1.30 WIRING ACCESS

POWER FOR EAST EXTERIOR LIGHTING AND SPARE. TERMINATE IN WALL AT COMMON

16"x16"x4" METAL JUNCTION BOX 24" ABOVE FLOOR WITH REMOVABLE METAL COVER PLATE.31 (2) 2" PVC CONDUIT

POWER FOR WEST EXTERIOR LIGHTING AND SPARE. TERMINATE IN WALL AT COMMON

16"x16"x4" METAL JUNCTION BOX 24" ABOVE FLOOR WITH REMOVABLE METAL COVER PLATE.32 (2) 2" PVC CONDUIT

FOR FUTURE USE. TERMINATE IN WALL AT 10"x10"x4" METAL JUNCTION BOX ABOVE FLOOR

WITH REMOVABLE METAL COVER PLATE AT EACH END.33 2" PVC CONDUIT

COORDINATE INSTALLATION.34 SCALE CONTROL BOX

PROVIDE DEDICATED CIRCUIT. LOCATE SWITCH ON WALL.35 OPEN/CLOSED CONTROL SWITCH

S OCCUPANCY SENSOR SWITCH - SET TO

REMAIN ON FOR 20 MINUTES AFTER

LAST DETECTED MOVEMENT.

TT

L5-20 TWIST LOCK RECEPTACLE

EXTERIOR SITE LIGHTS.36 SWITCH

TERMINATE ONE END UNDER COUNTER IN 10"x10"x4" METAL JUNCTION BOX ABOVE FLOOR

WITH REMOVABLE METAL COVER PLATE. STUB OPPOSITE END UP IN ACCESS WALL UNDER

DATA RACK.

38 2" PVC CONDUIT

PROVIDE CONDUITS TO EXTERIOR AT WEST WALL GABLE FOR RADIO ANTENNAS LOCATED AT

ROOF. RUN EMT CONDUIT DOWN THROUGH WALL TO BELOW COUNTER ACCESS WALL.

PROVIDE WEATHER TIGHT RUBBER BOOTS AT CONDUIT TERMINATIONS TO SEAL ENDS

AROUND CABLES.

39 2" CONDUIT

TO JUNCTION BOX FOR FUTURE CONCRETE BARRIER MOUNTED LIGHTING.40 1" CONDUIT

NOT USED

TO OPEN AND CLOSED SIGN CONTROLS.

26 2" PVC CONDUIT TO POWER FOR OPEN AND CLOSED SIGN.

EXTERIOR BUILDING LIGHTS.

TO POWER CIRCUITS AT VMS SIGN.

2" PVC CONDUIT42

PROVIDE JUNCTION BOX ON GABLE WALL WITH WEATHER TIGHT FACE PLATE AND

CABLE BOOT / GROMMET FOR CAMERA INSTALLATIONS. PROVIDE 1" EMT CONDUIT IN

ATTIC FROM BOX TO DATA ROOM ACCESS WALL.

GABLE CAMERA ACCESS

43 CEILING MOUNT DATA PORT CEILING MOUNT DATA PORT PROVIDES CONNECTION FOR WIRELESS ACCESS POINT.

SWITCH

44 TO RED / GREEN BEACON AT VMS SIGN. TERMINATE IN WALL AT 16"x16"x4" METAL

JUNCTION BOX ABOVE FLOOR WITH REMOVABLE METAL COVER PLATE.2" PVC CONDUIT

SPARES TO EXTERIOR JUNCTION BOX FOR FUTURE USE.

S SWITCH - SUMP PUMP

SCALE WEIGHT INDICATOR (VERIFY)

SURGE SUPPRESSION KIT (VERIFY)

INTERIOR OUTLETS

INTERIOR OUTLETS

INTERIOR OUTLETS

20 AMP

20 AMP

SPARE

GROUND

PER NEC

S/NPANEL WIRING DIAGRAM

20 AMP

15 AMP

15 AMP

15 AMP

20 AMP

20 AMP

20 AMP

20 AMP INTERIOR OUTLETS

120/240 VOLT 1 PHASE

200 AMP SERVICE

200 AMP MAIN BREAKER

(VERIFY) PIT LIGHTS

(VERIFY) TRAFFIC SIGNAL

(RED LIGHT / GREEN LIGHT)

INCINERATING TOILET SYSTEM

EXTERIOR FLOOD LIGHTS

WEATHERPROOF OUTLETS

INTERIOR LIGHTS

EXH. FAN

EXH. FAN

WIRELESS ACCESS POINT

WALL MOUNT HEATER

HEAT PUMP (VERIFY)

OPEN/CLOSED SIGNS

15 AMP

15 AMP

20 AMP

20 AMP

20 AMP

15 AMP

15 AMP

15 AMP

15 AMP

GFCI

20 AMP

15 AMP

20 AMP

20 AMP

15 AMP

15 AMP

WALL MOUNT HEATER

20 AMP

15 AMP

EXTERIOR LIGHTS

OUTLET FOR SCALE CONTROL

EXTERIOR SITE LIGHTING (VERIFY)

L5-20 RECEPTACLE

SPARE

SPARE

SPARE

39SPARE

SPARE

FUTURE ALARM

VMS SIGN OUTLET

VMS SIGN

34 SPARE33SPARE

36 SPARE35SPARE

SPARE

SPARE

FUTURE EV CHARGER {

A

J

18 16

2,4

5,7

CENTRALLY LOCATED

CEILING CASSETTE

HEAT PUMP

EXTERIOR WALL

MOUNTED

HEAT PUMP

6,8

ELECTRIC

STRIKE

FUTURE DATA

RACK

ELECTRIC STRIKE

UNLOCK BUTTONS

ELECTRIC

STRIKE

70"

70"

JUNCTION BOX

FOR FUTURE

LENEL

JUNCTION BOX

FOR FUTURE

LENEL

21 21,23

TT

TT

L5

CONDUITS STUB UP THROUGH

SLAB IN ACCESS WALL, TYPICAL

16 16 16

ELECTRIC STRIKE

WP1 11

JUNCTION BOX FOR

FUTURE LENEL

4 4

NOTE: CONDUIT POSITIONS ARE

SCHEMATIC AND MAY BE ADJUSTED IN

THE FIELD TO FIT. COORDINATE WITH

CONSTRUCTION PROJECT MANAGER.

26 2

STUB UP

CONDUIT

IN WALL

STUB UP IN

FRONT OF WALL

15 15

S

20 20 20

S T

S

S

VENT

THROUGH

END WALL

FUTURE DATA

RACK

S

S 13 9

FD

S S 1

S

OS

MANUAL FAN ON /

OFF SWITCH

S 28

S 22

S S

FAN WITH

THERMOSTAT

VENT

THROUGH

END WALL

OCS 35

TYPICAL

ELECTRICAL

NOTE NUMBER

TYPICAL PANEL

CIRCUIT NUMBER

TH

IS

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/2

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2"

F5340202

ODOT NORTH PLAINS SCALE HOUSE

REPLACEMENT

US HIGHWAY 26, MILE POST 54.10, CORNELIUS, OR 97113 10

08/18/26

FRANCO

JON DOUGHTON

ELECTRICAL PLAN E1

REDUCED 50%

WHEN PRINTED

AT 11" x 17"

ELECTRICAL PLAN

SCALE: 1/2" = 1'-0"

LIGHTING & SWITCHES

SCALE: 1/2" = 1'-0"

1. COORDINATE ALL ELECTRICAL AND RELATED WORK REQUIREMENTS WITH

ODOT CONSTRUCTION PROJECT MANAGER, ODOT MOTOR CARRIER STAFF

AND ODOT ELECTRICIANS PRIOR TO PERFORMING ANY WORK. FIELD

VERIFICATION AND ADJUSTMENT WILL BE REQUIRED.

2. POWER SERVICE TO BUILDING IS TO BE PROVIDED IN ACCESS WALL.

CONNECT TO EXTERIOR MOUNTED METER BASE AND TO INTERIOR

ELECTRIC PANEL. ALSO SEE DRAWING C3.

3. PLANS SHOW APPROXIMATE LOCATIONS OF IN GROUND COMPONENTS AND

JUNCTIONS BOXES. ACTUAL LOCATIONS SHALL BE VERIFIED AND

APPROVED BY CPM PRIOR TO CONSTRUCTION.

4. PLAN SHOWS ITEMS TO BE INCLUDED IN THE WORK. LOCATIONS OF

SWITCHES AND COMPONENTS MAY NEED TO BE ADJUSTED. VERIFY PRIOR

TO PERFORMING WORK.

5. WALL SWITCHES LOCATED ABOVE OPERATOR'S COUNTER WILL BE LOCATED

IN THE FIELD, VERIFY PRIOR TO INSTALLING.

6. COORDINATE CONNECTIONS TO NEW AND EXISTING SITE UTILITIES. SEE

DRAWING C2 AND C3 FOR ADDITIONAL SITE INFORMATION.

7. CONVENIENCE OUTLETS ARE TO BE LOCATED AT 12” ABOVE FINISH FLOOR

UNLESS OTHERWISE NOTED.

8. COORDINATE INCINOLET ELECTRIC TOILET ELECTRICAL POWER SUPPLY

AND INSTALLATION.

9. STUB CONDUIT UP IN ACCESS WALLS. CONNECT TO JUNCTION BOXES OR

PANELS AS REQUIRED.

10. PROVIDE A 4"x4"x4" WALL BOX WITH MUD RING FOR DATA JACKS AT 18"

ABOVE FINISH FLOOR UNLESS NOTED OTHERWISE. CONFIRM LOCATION

WITH CPM. PROVIDE 1" CONDUIT FROM WALL BOX TO ATTIC. USE FLEX DUCT

IN ATTIC TO DATA RACK LOCATION IN CORNER OF BUILDING. DATA CABLING

AND FACE PLATES ARE BY OTHERS.

11. PROVIDE POWER FOR WIRELESS ACCESS POINT BY OTHERS. VERIFY

POSITION IN THE FIELD.

12. ALL ELECTRICAL CONDUCTORS ARE TO BE COPPER. ALUMINUM IS NOT

ALLOWED.

13. ELECTRICAL SERVICE SHALL BE 200 AMP.

14. VERIFY LOCATION OF ALL UNDERGROUND CONDUIT. SEE DRAWINGS C2 AND

C3.

15. VERIFY EXISTING EXTERIOR SITE LIGHTING VOLTAGE AND LOAD

REQUIREMENTS.

16. TIE EXTERIOR SITE LIGHTING AND EXTERIOR BUILDING LIGHTS TO

PHOTOCELL CONTROLS. PROVIDE MANUAL OVERRIDE SWITCH INSIDE

BUILDING.

17. PROVIDE (2) CONDUITS AT EACH EXTERIOR DOOR, ONE FROM ELECTRIC

STRIKE AND ONE FROM WALL JUNCTION BOX FOR EXTERIOR CARDS

READER. RUN CONDUITS TO WALL WHERE DATA RACK IS LOCATED FOR

FUTURE LENEL CONNECTION. COORDINATE SPECIFIC LOCATION WITH CPM.

18. VERIFY FINAL POSITION OF ALL SWITCHES WITH CPM.

19. PROVIDE FINISH PLATES AND COVERS FOR ALL WALL PENETRATIONS.

20. THE ENTIRE WALL BEHIND DATA RACK SHALL BE COVERED WITH 3/4" THICK

FIRE RATED PLYWOOD.

21. CONNECT ALL EXISTING SITE UTILITIES TO NEW BUILDING.

22. PROVIDE PRINTED LABELS ON ALL SWITCH AND RECEPTACLE COVER

PLATES SHOWING PANEL CIRCUIT NUMBER. LABEL PANEL TO MATCH.

23. PROVIDE PRINTED LABELS ON ALL SWITCH COVER PLATES SHOWING

CONNECTED LOAD.

24. PROVIDE SEPARATE CONDUITS AND JUNCTION BOXES FOR LOW AND HIGH

VOLTAGE.

25. PROVIDE BUSHINGS AT ALL CONDUIT TERMINATIONS.

26. FASTEN CONTROL BOXES TO COUNTER AS DIRECTED.

27. COORDINATE RADIO ANTENNA MOUNTING STYLES AND LOCATIONS WITH

CPM. PROVIDE WEATHER TIGHT BOOTS WHERE PENETRATIONS ARE USED.

GENERAL ELECTRICAL NOTES

Digitally Signed 2026.08.18 16:05:24