Attachment B Plans.pdf

5 MB Posted

Attached to
Sunset Rest Area Paving Maintenance Improvements
Solicitation number
S-73300-00010589
Issued by
Benton County, Oregon

About this file

Written by GovTribe AI ·

This document appears to be a set of construction plans for the Sunset Rest Area Pavement Improvements project managed by the Oregon Travel Information Council (OTIC). The project involves pavement reconstruction, rehabilitation, and striping on approximately 0.45 miles of the Sunset Rest Area along US Highway 26. Key elements include installing new concrete curb and sidewalk, curb ramps, drainage improvements, and pavement markings. The project is scheduled to take place in January 2024, with a construction control line (referred to as the "S" line) spanning from Station 10+81 to Station 34+31.

The plans provide detailed drawings and specifications for the various pavement, concrete, and drainage elements of the project. Pricing and funding details are not included, but the plans indicate the project is being managed by the OTIC. The plans also reference compliance with Oregon utility and construction safety requirements.

View the file

Other files

File Type Posted
Attachment A Technical Specifications.pdf PDF
2024.06.27 Sunset RA Improvements Bid Results.pdf PDF
Attachment C Erosion Control.pdf PDF
HE1534-24 Digital Marketing OregonBuys Posting Page Final.pdf PDF
2024.07.08 Intent to Award.pdf PDF
Sunset Improvements ITB.pdf PDF

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PAVING AND SIDEWALK CURB RAMPS

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

This design complies with ORS 92.044 (7) in that no utility infrastructure is designed to be within one foot of a survey monument location shown on a subdivision or partition plat. No design modification nor final field location change shall be permitted if it would cause any utility infrastructure to be placed within the prohibited area.

Oregon Law Requires You To Follow Rules

Adopted By The Oregon Utility Notification Center.

Those Rules Are Set Forth In OAR 952-001-0010 Through OAR 952-001-0090.

You May Obtain Copies Of The Rules From The Center, (503) 232-1987.

THE BASIS OF COORDINATES FOR THIS SURVEY NORTH AMERICAN DATUM

OF 1983, REALIZATION 2011, EPOCH 2010.00, STATE PLANE COORDINATE

SYSTEM, OREGON NORTH, INTERNATIONAL FEET.

THE COORDINATE SYSTEM WAS ESTABLISHED BY REALIME KINEMATIC

OBSERVATIONS USING ON KNOWN NATIONAL GEODETIC SURVEY (NGS)

GEODETIC CONTROL POINT REST 26 (PID-RD4220) AS A BASE STATION.

N. 790,444.26 IFT

E. 7447010.99 IFT

CONVERGENCE ANGLE = -2° 05' 59.8"

COMBINED SCALE FACTOR = 0.99961578

THE BASIS OF ELEVATION FOR THIS SURVEY WAS ESTABLISHED AT NGS

BENCHMARK #X258 (PID RD0719).

ELEVATION = 1561.37 FT (NAVD88)

BENCH MARK POINT BEING A 3" BRASS DISK MARKED "STATE HIGHWAY

DEPARTMENT B.M. NO. X258 1942".

LOCATED IN TOP OF A MASONRY HEADWALL ALONG U.S. HIGHWAY 26

NEAR THE WEST END OF A SHORT HIGHWAY TANGENT.

INDEX OF SHEETS

SHT. NO. DESCRIPTION

1 TITLE SHEET

1A STANDARD DRAWING REFERENCES

1B PROJECT SHEET LAYOUT

DT01 DETAILS

TS01-TS02 TYPICAL SECTIONS AND DETAILS

CR01-CR02 CURB RAMP DETAILS

C01-C04 CONSTRUCTION PLANS

C05 STORM PLAN

S01-S04 STRIPING PLANS

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Overall Length of Project - 0.45 Miles

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US HIGHWAY NO. 26

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BEGINNING OF PROJECT STA. "S" 10+81

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PLANS FOR PROPOSED PROJECT

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OREGON TRAVEL INFORMATION COUNCIL

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RD300

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TRENCH BACKFILL, BEDDING, PIPE ZONE AND MULTIPLE INSTALLATIONS

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RD339

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PIPE TO STRUCTURE CONNECTIONS

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RD342

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N.T.S.

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AutoCAD SHX Text High Point

AutoCAD SHX Text Match Existing Slope (2% Min.)

AutoCAD SHX Text See Pavement Rehabilitation Transition Detail (Sheet TS01)

AutoCAD SHX Text Sawcut Existing Pavement

AutoCAD SHX Text 18" Subgrade Stabilization Aggregate Base Course Nominal Compact Thickness - 18" (Incidental to Subgrade Stabilization)

AutoCAD SHX Text ACP Base Course Level 2, 1/2 Inch Dense Nominal Compact Thickness - 3"

AutoCAD SHX Text ACP Wearing Course Level 2, 1/2 Inch Dense Nominal Compact Thickness -3"

AutoCAD SHX Text Aggregate Base Course Nominal Compact Thickness - 8"

AutoCAD SHX Text ACP Base Course Level 2, 1/2 Inch Dense Nominal Compact Thickness - 3"

AutoCAD SHX Text Existing Pavement Surface

AutoCAD SHX Text Existing Curb (To Remain)

AutoCAD SHX Text Existing Sidewalk

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Existing Edge of Pavement

AutoCAD SHX Text Match Existing Slope

AutoCAD SHX Text Match Existing Slope (2% Minimum)

AutoCAD SHX Text Construct Safety Edge (For Details, See ODOT Std. Drawing RD615)

AutoCAD SHX Text See Pavement Rehabilitation Transition Detail (Sheet TS01)

AutoCAD SHX Text ACP Overlay Level 2, 1/2 Inch Dense Nominal Compact Thickness -3"

AutoCAD SHX Text High Point

AutoCAD SHX Text ACP Wearing Course Level 2, 1/2 Inch Dense Nominal Compact Thickness -3"

AutoCAD SHX Text Aggregate Base Course Nominal Compact Thickness - 8"

AutoCAD SHX Text ACP Base Course Level 2, 1/2 Inch Dense Nominal Compact Thickness - 3"

AutoCAD SHX Text Existing Pavement Surface

AutoCAD SHX Text Sawcut Existing Pavement

AutoCAD SHX Text Existing Pavement Surface

AutoCAD SHX Text Match Existing Slope

AutoCAD SHX Text ACP Overlay Level 2, 1/2 Inch Dense Nominal Compact Thickness -3"

AutoCAD SHX Text

PROJECT NUMBER

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SHEET NO.

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AutoCAD SHX Text 89,684

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

EXPIRES: 06/30/2024

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RAMP 1 SW PARKING AREA

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AutoCAD SHX Text 89,684

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

EXPIRES: 06/30/2024

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LEVEL AREA (TURNING SPACE/ LANDING) UNOBSTRUCTED 4.5' X 4.5' MIN. WITH OBSTRUCTION 4.5' X 5.5' MIN. (LONGER DIMENSION IN DIRECTION OF PEDESTRIAN STREET CROSSING) TRUNCATED DOME DETECTABLE WARNING SURFACE SLOPE 1.5% MAX. SLOPE 7.5% MAX. RAMP COUNTER SLOPE 4% MAX SAWCUT FINISH GRADE TOP BACK OF CURB FLOW LINE

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AutoCAD SHX Text

BEGIN HANDRAIL REMOVAL

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END HANDRAIL REMOVAL

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CONSTRUCT TWO RAIL HANDRAIL. CONNECT TO EXISTING HANDRAIL AT BOTH ENDS

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STANDARD CURB

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STANDARD CURB

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18" CURB

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PRESERVE AND PROTECT EXISTING HANDRAIL

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PRESERVE AND PROTECT EXISTING HANDRAIL

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PRESERVE AND PROTECT EXISTING HANDRAIL

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REMOVE AND SALVAGE HAND RAIL. COORDINATE WITH OWNER (OTIC)

AutoCAD SHX Text

18" CURB

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NORTH

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FEET

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SCALE

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AutoCAD SHX Text 1.25

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RAMP 2 SW PARKING AREA (VAN ACCESSIBLE)

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PROJECT NUMBER

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OREGON

AutoCAD SHX Text

EXPIRES: 06/30/2024

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LEVEL AREA (TURNING SPACE/ LANDING) UNOBSTRUCTED 4.5' X 4.5' MIN. WITH OBSTRUCTION 4.5' X 5.5' MIN. (LONGER DIMENSION IN DIRECTION OF PEDESTRIAN STREET CROSSING) TRUNCATED DOME DETECTABLE WARNING SURFACE SLOPE 1.5% MAX. SLOPE 7.5% MAX. RAMP COUNTER SLOPE 4% MAX SAWCUT METAL HANDRAIL FINISH GRADE TOP BACK OF CURB FLOW LINE

"S" 11+00

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NOTES:

CONSTRUCTION NOTES:

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WEATHER STATION

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"S" LINE (CONSTRUCTION CONTROL LINE)

AutoCAD SHX Text Typical

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NORTH

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FEET

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AutoCAD SHX Text 89,684

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OREGON

AutoCAD SHX Text

EXPIRES: 06/30/2024

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AutoCAD SHX Text REMOVE EXISTING CURBS, GUTTERS, WALKS, PAVEMENTS AND OTHER EXISTING SURFACINGS THAT WILL BE RECONSTRUCTED AS SHOWN IN THE PLANS. REMOVAL WILL BE PAID UNDER GENERAL EXCAVATION UNLESS OTHERWISE NOTED. INSTALL INLET PROTECTION (TYPE 3) AND CONSTRUCT SILT FENCE ALONG THE PERIMETER OF DISTURBED AREAS FOR EROSION CONTROL. FOR DETAILS, SEE ODOT STANDARD DRAWING RD1010 AND RD1040. RESTORE/REPLACE IN KIND EXISTING LANDSCAPING/GRASS WITHIN DISTURBED AREAS. SEE CR SHEETS FOR CURB RAMP DETAILS. SEE S SHEETS FOR STRIPING DETAILS.

AutoCAD SHX Text RECONSTRUCT ROAD PAVEMENT. FOR DETAILS, SEE TS SHEETS. REHABILITATE ASPHALT CONCRETE PAVEMENT. FOR DETAILS, SEE TS SHEETS.

AutoCAD SHX Text

FINISHED GRADE FLOW LINE EXISTING ELEVATION/SLOPE REHABILITATION RECONSTRUCTION

FG FL (123.45)

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CONSTRUCTION NOTES:

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"S" LINE (CONSTRUCTION CONTROL LINE)

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AutoCAD SHX Text A

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AutoCAD SHX Text (2 signs)

AutoCAD SHX Text (2 signs)

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NORTH

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AutoCAD SHX Text 89,684

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OREGON

AutoCAD SHX Text

EXPIRES: 06/30/2024

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AutoCAD SHX Text REMOVE EXISTING CURBS, GUTTERS, WALKS, PAVEMENTS AND OTHER EXISTING SURFACINGS THAT WILL BE RECONSTRUCTED AS SHOWN IN THE PLANS. REMOVAL WILL BE PAID UNDER GENERAL EXCAVATION UNLESS OTHERWISE NOTED. INSTALL INLET PROTECTION (TYPE 3) AND CONSTRUCT SILT FENCE ALONG THE PERIMETER OF DISTURBED AREAS FOR EROSION CONTROL. FOR DETAILS, SEE ODOT STANDARD DRAWING RD1010 AND RD1040. RESTORE/REPLACE IN KIND EXISTING LANDSCAPING/GRASS WITHIN DISTURBED AREAS. SEE CR SHEETS FOR CURB RAMP DETAILS. SEE S SHEETS FOR STRIPING DETAILS.

AutoCAD SHX Text CONSTRUCT STANDARD CURB. FOR DETAILS, SEE SHEET CR02, TS01, AND ODOT STD. DRAWING RD700. CONSTRUCT PERPENDICULAR CURB RAMP. FOR DETAILS, SEE CR SHEETS AND ODOT STD. DRAWING RD910. CONSTRUCT PARALLEL CURB RAMP. FOR DETAILS, SEE CR SHEETS AND ODOT STD. DRAWING RD920. CONSTRUCT SIDEWALK. FOR DETAILS, SEE ODOT STD. DRAWING RD720. CONSTRUCT DETECTABLE WARNING SURFACE. FOR DETAILS, SEE ODOT STD. DRAWING RD902 AND RD904. CONSTRUCT TWO RAIL HANDRAIL (BOLT DOWN ON SIDEWALK). FOR DETAILS, SEE SHEET CR02, ODOT STD. DRAWING RD770, AND RD771. RECONSTRUCT ROAD PAVEMENT. FOR DETAILS, SEE TS SHEETS. REHABILITATE ASPHALT CONCRETE PAVEMENT. FOR DETAILS, SEE TS SHEETS. CONSTRUCT 18" CURB. FOR DETAILS, SEE TS01 AND CR02. INSTALL PRECAST CONCRETE WHEEL STOP PARKING BUMPER, 6' LONG, 8" WIDE TAPERED, 5"TALL, WITH 2 NOTCHES/SCUPPERS AND HOLES FOR ANCHORS. ANCHOR TO PAVEMENT USING STEEL. PRESERVE AND PROTECT EXISTING INLET. FEATHER ASPHALT CONCRETE PAVEMENT TO MATCH EXISTING INLET GRATE ELEVATION. REMOVE AND REINSTALL EXISTING SIGN. REMOVE EXISTING SIGNS. INSTALL NEW SIGNS (MATCH EXISTING SIGN BOARD DIMENSIONS, COLOR, AND LETTERING STYLE). FOR DETAILS, SEE SIGNING DETAIL ON THIS SHEET.

AutoCAD SHX Text

FINISHED GRADE FLOW LINE EXISTING ELEVATION/SLOPE REHABILITATION RECONSTRUCTION

AutoCAD SHX Text

FG FL (123.45)

AutoCAD SHX Text

CAR PARKING

AutoCAD SHX Text

TRUCK PARKING

SIGNING DETAIL

1 3

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NOTES:

CONSTRUCTION NOTES:

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LANDSCAPE

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AutoCAD SHX Text Typical

AutoCAD SHX Text B

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NORTH

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FEET

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AutoCAD SHX Text 89,684

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

EXPIRES: 06/30/2024

AutoCAD SHX Text E

AutoCAD SHX Text N

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AutoCAD SHX Text REMOVE EXISTING CURBS, GUTTERS, WALKS, PAVEMENTS AND OTHER EXISTING SURFACINGS THAT WILL BE RECONSTRUCTED AS SHOWN IN THE PLANS. REMOVAL WILL BE PAID UNDER GENERAL EXCAVATION UNLESS OTHERWISE NOTED. INSTALL INLET PROTECTION (TYPE 3) AND CONSTRUCT SILT FENCE ALONG THE PERIMETER OF DISTURBED AREAS FOR EROSION CONTROL. FOR DETAILS, SEE ODOT STANDARD DRAWING RD1010 AND RD1040. RESTORE/REPLACE IN KIND EXISTING LANDSCAPING/GRASS WITHIN DISTURBED AREAS. SEE CR SHEETS FOR CURB RAMP DETAILS. SEE S SHEETS FOR STRIPING DETAILS.

AutoCAD SHX Text RECONSTRUCT ROAD PAVEMENT. FOR DETAILS, SEE TS SHEETS. REHABILITATE ASPHALT CONCRETE PAVEMENT. FOR DETAILS, SEE TS SHEETS. PRESERVE AND PROTECT EXISTING INLET. FEATHER ASPHALT CONCRETE PAVEMENT TO MATCH EXISTING INLET GRATE ELEVATION.

AutoCAD SHX Text

FINISHED GRADE FLOW LINE EXISTING ELEVATION/SLOPE REHABILITATION RECONSTRUCTION

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"S" LINE (CONSTRUCTION CONTROL LINE)

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AutoCAD SHX Text 89,684

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

EXPIRES: 06/30/2024

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AutoCAD SHX Text REMOVE EXISTING CURBS, GUTTERS, WALKS, PAVEMENTS AND OTHER EXISTING SURFACINGS THAT WILL BE RECONSTRUCTED AS SHOWN IN THE PLANS. REMOVAL WILL BE PAID UNDER GENERAL EXCAVATION UNLESS OTHERWISE NOTED. INSTALL INLET PROTECTION (TYPE 3) AND CONSTRUCT SILT FENCE ALONG THE PERIMETER OF DISTURBED AREAS FOR EROSION CONTROL. FOR DETAILS, SEE ODOT STANDARD DRAWING RD1010 AND RD1040. RESTORE/REPLACE IN KIND EXISTING LANDSCAPING/GRASS WITHIN DISTURBED AREAS. SEE CR SHEETS FOR CURB RAMP DETAILS. SEE S SHEETS FOR STRIPING DETAILS.

AutoCAD SHX Text RECONSTRUCT ROAD PAVEMENT. FOR DETAILS, SEE TS SHEETS. REHABILITATE ASPHALT CONCRETE PAVEMENT. FOR DETAILS, SEE TS SHEETS. PRESERVE AND PROTECT EXISTING INLET. FEATHER ASPHALT CONCRETE PAVEMENT TO MATCH EXISTING INLET GRATE ELEVATION.

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FINISHED GRADE FLOW LINE EXISTING ELEVATION/SLOPE REHABILITATION RECONSTRUCTION

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STA "SD1" 1+00.00, 0.00'

STA "S" 29+92.57, -29.96' LT =

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STA=2+35.88 0.00'

RIM=1430.60

I.E.=1426.82 (E) Out 12"

STA=1+66.73 0.00'

RIM=1429.95

I.E.=1426.47 (W) In 12"

I.E.=1426.37 (SE) Out 12"

STA=1+00.00 0.00'

RIM=1428.64

I.E.=1426.04 (NW) In 12"

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CONSTRUCTION NOTES:

AutoCAD SHX Text

"S" LINE (CONSTRUCTION CONTROL LINE)

AutoCAD SHX Text

"SD1" LINE (STORM)

AutoCAD SHX Text

NOTE: ADJUST RIM/GRATE ELEVATIONS AS REQUIRED DUE TO ACP OVERLAY

AutoCAD SHX Text

EXTG. GRADE (SEE PLAN FOR PAVEMENT OVERLAY)

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FEET

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SCALE

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AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text 89,684

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

EXPIRES: 06/30/2024

AutoCAD SHX Text E

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AutoCAD SHX Text ALL PROPOSED STORM PIPES SHALL BE CLASS IV REINFORCED CONCRETE PIPE, DUCTILE IRON PIPE, OR APPROVED EQUIVALENT RECONSTRUCT CURB AS REQUIRED (PAYMENT INCIDENTAL TO INLET)

AutoCAD SHX Text STA. "SD1" 1+00.00 TIE TO EXTG. CONCRETE INLET SEE ODOT RD 339 STA. "SD1" 1+66.73 CONST. SHALLOW STORM SEWER MANHOLE (SEE ODOT RD342) STA. "SD1" 2+35.88 CONST. CONCRETE INLET TYPE G-2 (WITH 12" SUMP) (SEE ODOT RD 364) LOCATE INLET WITHIN EXISTING CURB WEEP HOLE (DRAIN PIPE)

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STORM SEWER PLAN

STORM SEWER PROFILE SD1

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AutoCAD SHX Text M

AutoCAD SHX Text 89,684

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

EXPIRES: 06/30/2024

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text I

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AutoCAD SHX Text E

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text INSTALL 4" WHITE LINE. FOR DETAILS, SEE ODOT STD. DRAWING TM500. INSTALL DOUBLE NO-PASS TWO 4" YELLOW LINES. FOR DETAILS, SEE ODOT STD. DRAWING TM500. INSTALL STRAIGHT ARROW (WHITE). FOR DETAILS, SEE ODOT STD. DRAWING TM501.

UNLESS OTHERWISE NOTED, PAVEMENT MARKINGS TO BE REINSTALLED TO MATCH EXISTING CONDITIONS. USE PAINT FOR PAVEMENT MARKINGS UNLESS OTHERWISE NOTED. USE TYPE AB THERMOPLASTIC FOR PAVEMENT LEGENDS.

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AutoCAD SHX Text

LANDSCAPE

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PARKING LOT

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ADA RAMP

AutoCAD SHX Text

LANDSCAPE

AutoCAD SHX Text

STONE PLAQUE

AutoCAD SHX Text

WOOD INFORMATION BOARD

AutoCAD SHX Text

RESTROOM

AutoCAD SHX Text

BREEZEWAY

AutoCAD SHX Text

RESTROOM

AutoCAD SHX Text

SEE ACCESSIBILITY PARKING SPACE DETAIL BELOW

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FEET

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SHEET NO.

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AutoCAD SHX Text

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AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text 89,684

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

EXPIRES: 06/30/2024

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

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AutoCAD SHX Text INSTALL 4" WHITE LINE. FOR DETAILS, SEE ODOT STD. DRAWING TM500. INSTALL STRAIGHT ARROW (WHITE). FOR DETAILS, SEE ODOT STD. DRAWING TM501. INSTALL "NO PARKING' PAVEMENT MARKING LEGEND. FOR DETAILS, SEE SHEET DT01. INSTALL ACCESSIBILITY PARKING SPACE STRIPING AND SYMBOL. FOR DETAILS, SEE ACCESSIBILITY PARKING SPACE DETAIL ON THIS SHEET AND ODOT STD. DRAWING TM500.

AutoCAD SHX Text UNLESS OTHERWISE NOTED, PAVEMENT MARKINGS TO BE REINSTALLED TO MATCH EXISTING CONDITIONS. USE PAINT FOR PAVEMENT MARKINGS UNLESS OTHERWISE NOTED. USE TYPE AB THERMOPLASTIC FOR PAVEMENT LEGENDS. SEE C02 SHEET FOR SIGNING DETAILS.

ACCESSIBILITY PARKING SPACE DETAIL

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LANDSCAPE

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LANDSCAPE

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LANDSCAPE

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FEET

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SCALE

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PROJECT NUMBER

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SHEET NO.

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AutoCAD SHX Text 89,684

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

EXPIRES: 06/30/2024

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AutoCAD SHX Text A

AutoCAD SHX Text INSTALL 4" WHITE LINE. FOR DETAILS, SEE ODOT STD. DRAWING TM500. INSTALL STRAIGHT ARROW (WHITE). FOR DETAILS, SEE ODOT STD. DRAWING TM501.

UNLESS OTHERWISE NOTED, PAVEMENT MARKINGS TO BE REINSTALLED TO MATCH EXISTING CONDITIONS. USE PAINT FOR PAVEMENT MARKINGS UNLESS OTHERWISE NOTED. USE TYPE AB THERMOPLASTIC FOR PAVEMENT LEGENDS.

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CONSTRUCTION NOTES:

NOTES:

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LANDSCAPE

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LANDSCAPE

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LANDSCAPE

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ADA RAMP

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COVERED STONE TABLE

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COVERED STONE TABLE

AutoCAD SHX Text

STONE PLAQUE

AutoCAD SHX Text

WOOD INFORMATION BOARD

AutoCAD SHX Text

RESTROOM

AutoCAD SHX Text

BREEZEWAY

AutoCAD SHX Text

RESTROOM

AutoCAD SHX Text

SEE ACCESSIBILITY PARKING SPACE DETAIL BELOW

AutoCAD SHX Text Typical

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

AutoCAD SHX Text 12.5

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PROJECT NUMBER

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SHEET NO.

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SHEET TITLE

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AutoCAD SHX Text 89,684

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

EXPIRES: 06/30/2024

AutoCAD SHX Text E

AutoCAD SHX Text N

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AutoCAD SHX Text B

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AutoCAD SHX Text A

AutoCAD SHX Text INSTALL 4" WHITE LINE. FOR DETAILS, SEE ODOT STD. DRAWING TM500. INSTALL STRAIGHT ARROW (WHITE). FOR DETAILS, SEE ODOT STD. DRAWING TM501.

UNLESS OTHERWISE NOTED, PAVEMENT MARKINGS TO BE REINSTALLED TO MATCH EXISTING CONDITIONS. USE PAINT FOR PAVEMENT MARKINGS UNLESS OTHERWISE NOTED. USE TYPE AB THERMOPLASTIC FOR PAVEMENT LEGENDS.

Sheets and Views
100105-CS00-1
100105-CS00-1A
100105-CS00-1B
100105-cx-dt00-DT01
Unsaved Drawing1-TS01
Unsaved Drawing1-TS02
Unsaved Drawing2-CR01
Unsaved Drawing2-CR02
100105-PN00-C01
100105-PN00-C02
100105-PN00-C03
100105-PN00-C04
100105-PN01-C05
100105-S00-S01
100105-S00-S02
100105-S00-S03
100105-S00-S04
2024-01-15T14:22:37-0800
Scott Zelenka
2024-01-15T14:27:37-0800
Scott Zelenka
2024-01-15T14:28:01-0800
Scott Zelenka
2024-01-15T14:28:35-0800
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2024-01-15T14:30:23-0800
Scott Zelenka
2024-01-15T14:30:48-0800
Scott Zelenka
2024-01-15T14:31:07-0800
Scott Zelenka
2024-01-15T14:31:35-0800
Scott Zelenka
2024-01-15T14:31:51-0800
Scott Zelenka
2024-01-15T14:32:09-0800
Scott Zelenka
2024-01-15T14:32:31-0800
Scott Zelenka
2024-01-15T14:32:49-0800
Scott Zelenka
2024-01-15T14:33:08-0800
Scott Zelenka
2024-01-15T14:33:27-0800
Scott Zelenka
2024-01-15T14:35:42-0800
Scott Zelenka
2024-01-15T14:35:58-0800
Scott Zelenka
2024-01-15T14:36:14-0800
Scott Zelenka

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