lucs hawk street e route · plan and elevation. general notes & miscellaneous details....

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C:\OBEC\PWOBEC01\D0281529\097086_1_TITLE_SHEET.DWG 2019/03/27 16:00

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ACCOMPANIED BY DRAWINGS:DATE REVISION BY CORPORATE OFFICE:920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089REGIONAL OFFICES:LAKE OSWEGO; SALEM; MEDFORD, OREGON ; VANCOUVER, WASHINGTON

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SCALE WARNING

NESKOWIN EMERGENCY EGRESSTILLAMOOK COUNTY

NICK POLENSKE

AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

GRADING, DRAINAGE, STRUCTURES, PAVING, SIGNING, ROADSIDE DEVELOPMENT

NESKOWIN EMERGENCY EGRESSMAY 2017

1

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1

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4

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,

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0

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TILLAMOOK COUNTY

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PLANS FOR PROPOSED PROJECT

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INDEX OF SHEETS

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SHEET NO.

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DESCRIPTION

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1

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TITLE SHEET

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OVERALL LENGTH OF PROJECT - 0.25 MILES

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SEC. 25, T. 5 S., R. 11 W., W.M.

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LET'S ALL

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WORK TOGETHER

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TO MAKE THIS

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JOB SAFE

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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SAFETY FIRST

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ATTENTION:

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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 By Calling The Center. (Note: The Telephone Number For The Oregon Utility Center Is (503) 232-1987.)

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101

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SUMMIT

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CORVALLIS AVE.

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HILLSBORO AVE.

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FOREST GROVE AVE.

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MT. ANGEL

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SHERIDAN AVE.

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INDEPENDENCE

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AMITY AVE.

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YAMHILL AVE.

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HAWK

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ST.

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HAWK

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DR.

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'THE POINT' RD.

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BREAKERS

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BLVD.

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McMINNVILLE

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SALEM

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CARLTON

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AVE.

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AVE.

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AVE.

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SILVERTON

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AVE.

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NESCOVE

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SOUTH

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BEACH

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RD.

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DR.

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PROPOSAL

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ROCK

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LP.

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ROCKVIEW

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BLUE

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WAY

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COHO

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COHO

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PROPOSAL

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ROCK

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LP.

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CT.

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SLAB

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CREEK

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RD.

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NORTH LN.

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VALLEY VIEW

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DR.

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SUMMIT LN.

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SUMMIT

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RD.

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HILLTOP LN.

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EAST LN.

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HILL CREST

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GRANDVIEW ST.

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BEACH

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COVE CREST DR.

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NESKOWIN CREST RD.

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SORREL LN.

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DR.

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SUNBOW

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SUNBOW

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DR.

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FAIRWAY CT.

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SOUTH FAIRWAY RD.

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RIDGE LN.

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SCHOOLHOUSE

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RD.

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NESCOVE

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RD.

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WAY

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HILLCREST

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SEACREST

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Hawk

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Creek

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WOODBURN WY.

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BEGINNING OF PROJECT

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CREST DR.

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101

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AVE.

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AVE.

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HERON

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DR.

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END OF PROJECT

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ST. HELENS

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ASTORIA

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TILLAMOOK

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MCMINNVILLE

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ALBANY

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NEWPORT

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CORVALLIS

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HOOD

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RIVER

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DALLES

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THE

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MADRAS

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PRINEVILLE

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BEND

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COQUILLE

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GRANTS

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PASS

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Ashland

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BURNS

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KLAMATH

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FALLS

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CONDON

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MORO

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PENDLETON

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LA GRANDE

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ENTERPRISE

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VALE

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Ontario

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PORTLAND

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SALEM

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MEDFORD

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EUGENE

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ROSEBURG

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Athena

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N. Powder

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Unity

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Dayville

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Sisters

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Juntura

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Frenchglen

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Burns Jct.

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McDermitt

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Paisley

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La Pine

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Crescent

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Biggs

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Lexington

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Hermiston

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Boardman

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Arlington

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Malin

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Brookings

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Coos Bay

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Drain

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Canyonvil le

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Reedsport

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Oakridge

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Goshen

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Florence

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Waldport

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Home

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Sweet

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Detroit

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Antelope

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Maupin

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Forest

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Grove

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Hebo

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Cannon Beach

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Seaside

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Rainier

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Milton-Freewater

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30

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26

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101

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20

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99

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W

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26

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35

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197

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97

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74

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84

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82

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3

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395

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19

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26

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26

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20

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5

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34

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36

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126

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38

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126

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20

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395

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26

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7

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20

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78

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95

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395

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31

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97

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58

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42

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62

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140

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66

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140

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101

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199

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5

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22

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Bonanza

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84

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Junction City

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BAKER CITY

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HEPPNER

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Copperfield

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Lake

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Silver

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Junction

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Cave

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BEACH

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GOLD

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Orford

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Port

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82

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LAKEVIEW

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CANYON

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CITY

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Day

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John

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CITY

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OREGON

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HILLSBORO

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DALLAS

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Redmond

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Z

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Z

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Valley

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Jordan

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205

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140

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Lincoln City

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Pacific Ocean

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PLAN AND PROFILE

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4 THRU 6 INCL.

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ODOT STD. DRG. NOS.

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RD410

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RD415

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RD420

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RD440

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RD480

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RD610

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RD1040

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RD1055

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TM200

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TM670

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TM671

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TM676

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- GUARDRAIL PARTS (THRIE BEAM)

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- GUARDRAIL AND METAL MEDIAN BARRIER PARTS

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- ENERGY-ABSORBING TERMINAL

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- GUARDRAIL INSTALLATION AT BRIDGE ENDS

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- 31" GUARDRAIL AND METAL MEDIAN BARRIER

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- ASPHALT CONCRETE PAVEMENT (ACP) DETAILS

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- SEDIMENT FENCE

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- SLOPE AND CHANNEL MATTING

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- SIGN INSTALLATION DETAILS

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- WOOD POST SIGN SUPPORTS

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- 3 SECOND GUST WIND SPEED MAP

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- SIGN ATTACHMENTS

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EROSION CONTROL PLAN

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GA-2 THRU GA-5 INCL.

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STA. "H" 10+75.71

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STA. "H" 23+39.80

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2

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TYPICAL SECTIONS

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BR203

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- TRANSITION CONCRETE BRIDGE RAIL TO GUARDRAIL

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3

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PLAN AND PROFILE

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3A

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DRAINAGE PLAN

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RD1000

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- CONSTRUCTION ENTRANCE

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TM501

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- PAVEMENT MARKING STANDARD DETAIL BLOCKS

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DRIVEWAY DETAILS

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2A THRU 2A-3 INCL.

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2B, 2B-2

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TRAFFIC CONTROL PLAN

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RD300

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RD302

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- TRENCH BACKFILL, BEDDING, PIPE ZONE

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- STREET CUT

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TM800

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TM820

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TM821

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- TABLES, ABRUPT EDGE AND PCMS DETAILS

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- TEMPORARY BARRICADES

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- TEMPORARY SIGN SUPPORTS

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TM840

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- CLOSURE DETAILS

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2A-4

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DETAILS

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TM500

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- PAVEMENT MARKING STANDARD DETAIL BLOCKS

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BR223

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- COMBINATION BRIDGE RAIL DETAILS

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BR233

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- THRIE-BEAM RAIL AND TRANSITION

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BR240

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- PROTECTIVE FENCING

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BR266

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- MODIFIED TYPE 2A RAIL

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BR445

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- PRECAST PRESTRESSED BOXES AND SLABS DETAILS

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BR410

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- 18" PRECAST PRESTRESSED SLAB

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EGRESS CULVERT NO. 22665

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WC001

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WC002

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CULVERT PLAN AND ELEVATION

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GENERAL NOTES AND TYPICAL SECTION

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EGRESS MSE WALL NO. 22666

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WW001

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WW002

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PLAN AND ELEVATION

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TYPICAL SECTION AND GENERAL NOTES

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AND MULTIPLE INSTALLATIONS

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HAWK CREEK CROSSING NO. 22664

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WH001

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WH002

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WH004

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PLAN AND ELEVATION

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GENERAL NOTES & MISCELLANEOUS DETAILS

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FOUNDATION PLAN

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WH005

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TYPICAL DECK SECTION

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WH006

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18" SLAB DETAILS

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WH007

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BENT 1 PLAN AND ELEVATION (BENT 2 SIMILAR)

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WH008

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TYPICAL BENT SECTION

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WH009

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WINGWALL DETAILS (BENT 1 RIGHT SHOWN, OTHERS SIMILAR)

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BUTTE CREEK CROSSING NO. 22663

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WH003

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FOUNDATION DATA

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WH010

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MISCELLANEOUS DETAILS

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WB001

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WB002

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WB004

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PLAN AND ELEVATION

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GENERAL NOTES & MISCELLANEOUS DETAILS

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FOUNDATION PLAN

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WB005

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WB006

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WB007

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WB008

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WB009

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BENT 1 WINGWALLS

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WB003

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FOUNDATION DATA

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2A-5, 2A-6

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GUARDRAIL DETAILS

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RD1015

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- INLET PROTECTION TYPE 4

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GA

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EROSION CONTROL DETAILS

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TEMPORARY WATER MANAGEMENT PLAN

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GG THRU GG-3 INCL.

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18" SLAB DETAILS

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TYPICAL BENT SECTION

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RD1005

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- CHECK DAMS TYPE 1, 3 AND 4

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RD339

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- PIPE TO STRUCTURE CONNECTIONS

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RD371

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- CONCRETE INLET BASE TYPE CG-3

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RD372

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- CONCRETE INLET TOP, OPTION 1 TYPE CG-3

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RD386

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- FILL HEIGHT TABLE FOR CIRCULAR CONCRETE PIPE

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RD388

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- FILL HEIGHT TABLES FOR PVC PIPE

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RD390

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- FILL HEIGHT TABLE FOR CORRUGATED HDPE PIPE

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RD391

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- FILL HEIGHT TABLE FOR STEEL REINFORCED HDPE PIPE

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RD393

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- FILL HEIGHT TABLES FOR POLYPROPYLENE PIPE

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BENT 1 PLAN AND ELEVATION (BENT 2 SIMILAR)

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WB010

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MISCELLANEOUS DETAILS

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INDEX OF SHEETS CONT'D.

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SHEET NO.

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DESCRIPTION

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DETAILS

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2A-7, 2A-8

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RD700

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- CURBS

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LANDSCAPING

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SR3

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SITE RESTORATION DETAILS

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SR1, SR2

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SITE RESTORATION PLAN

TYPICAL SECTIONS 00SHEET


C:\OBEC\PWOBEC01\D0281529\097086_2_TYPICAL_SECTIONS.DWG 2019/03/27 15:48

DESIGNER:

CHECKER:

REVIEWER:

DRAFTER:



2

3

4



SCALE WARNING


NICK POLENSKE

AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

2

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1'

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1'

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"H"

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S.B. TRAVEL LANE

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ACP WEARING COURSE LEVEL 2, " 12" NOM. THKN. - 3"

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ACP BASE COURSE LEVEL 2, " 12" NOM. THKN. - 5"

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AGGREGATE BASE NOM. COMP. THKN. - 9"

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SUBGRADE GEOTEXTILE

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SAFETY EDGE (SEE DRG. NO. RD610)

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SL. VAR. (SEE FORESLOPE TABLE)

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SL. VAR. (SEE CROSS SLOPE TABLE)

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~

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STA. "H" 11+30.00 TO STA. "H" 18+88.65 STA. "H" 18+88.65 TO STA. "H" 19+03.65 STA. "H" 19+03.65 TO STA. "H" 19+35.65 (STRUCTURE) STA. "H" 19+35.65 TO STA. "H" 20+76.86 STA. "H" 20+76.86 TO STA. "H" 21+08.87 (STRUCTURE) STA. "H" 21+08.87 TO STA. "H" 23+39.80

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SHOULDER

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*1' TO 2' SHOULDER

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STA. "H" 11+30.00 TO STA. "H" 12+30.00 STA. "H" 13+20.00 TO STA. "H" 14+55.00 STA. "H" 17+90.00 TO STA. "H" 19+03.65 STA. "H" 19+35.65 TO STA. "H" 20+40.00

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SL. 1:3

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SL. 2%

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STA. "H" 20+56.00 TO STA. "H" 20+76.86 STA. "H" 21+08.87 TO STA. "H" 21+75.00

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1'

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SHOULDER

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STA. "H" 12+30.00 TO STA. "H" 13+20.00

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31" GUARDRAIL WITH 8' STEEL POST

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RETAINING WALL NO. 22666 (FOR DRG. NOS., SEE SHT. 1)

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NOTES: 1. VARIES FROM STA. "H" 10+75 TO STA. "H" 11+30 TO MATCH EXISTING. 2. ALL EMBANKMENT SHALL BE CONST. WITH STONE EMBANKMENT.

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STA. "H" 11+50.00 TO STA. "H" 13+37.00 STA. "H" 19+35.65 TO STA. "H" 20+33.00 STA. "H" 21+08.87 TO STA. "H" 21+62.50

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1'

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SHOULDER

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31" GUARDRAIL WITH 8' STEEL POST

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2.5'

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ROADWAY OVERTOPPING EMBANKMENT PROTECTION (RIPRAP) (FOR DETAILS, SEE SHT. 2A-4)

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*7' TO 8' SHOULDER/GOLF CART PATH

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STONE EMBANKMENT NOM. THKN. - VAR. THKN. - VAR. (SEE NOTE 2)

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~

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1'

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SHOULDER

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2.5'

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31" GUARDRAIL WITH 8' STEEL POST (SEE DRG. NOS. RD410, RD415, RD420, RD440 & RD480)

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2'

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SUBGRADE GEOTEXTILE

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"H" 10+75.71 "H" 21+82.00 "H" 22+50.00

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"H" 21+82.00 "H" 22+50.00 "H" 23+39.80

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BEGIN STATION

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END STATION

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RT. EOP TO LT. EOP

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+2% +2% TO -2% -2%

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ROADWAY CROSS SLOPE TABLE

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EOP = EDGE OF PAVEMENT

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"H"

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RT. EOP

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LT. EOP

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+2%

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-2%

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ROADWAY CROSS SLOPE DIAGRAM

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SL. 1:2

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2ND LIFT - 2.5" 1ST LIFT - 2.5"

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*

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*

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SL. 1:1.5

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SL. 1:1.5

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TOPSOIL

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~

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TOPSOIL

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"H" 10+75.71 "H" 11+30.00 "H" 11+85.00 "H" 12+00.00 "H" 13+00.00 "H" 13+15.00 "H" 15+55.00 "H" 15+75.00 "H" 19+03.65 "H" 19+35.65 "H" 19+50.00 "H" 20+35.00 "H" 20+55.00 "H" 20+76.86 "H" 21+08.87 "H" 21+25.00

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"H" 11+30.00 "H" 11+85.00 "H" 12+00.00 "H" 13+00.00 "H" 13+15.00 "H" 15+55.00 "H" 15+75.00 "H" 19+03.65 "H" 19+35.65 "H" 19+50.00 "H" 20+35.00 "H" 20+55.00 "H" 20+76.86 "H" 21+08.87 "H" 21+25.00 "H" 23+39.80

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BEGIN STATION

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SLOPE

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N/A 1:3 1:3 TO 1:1.5 1:1.5 1:1.5 TO 1:3 1:3 JJJF LLC ACCESS 1:3 HAWK CREEK BRIDGE 1:2 TO 1:1.5 1:1.5 MAINTENANCE BLDG 1:2 BUTTE CREEK BRIDGE 1:2 TO 1:3 1:3

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LEFT FORESLOPE TABLE

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"H" 10+75.71 "H" 11+30.00 "H" 12+15.00 "H" 12+30.00 "H" 13+20.00 "H" 13+40.00 "H" 13+55.00 "H" 13+85.00 "H" 14+00.00 "H" 17+75.00 "H" 17+90.00 "H" 19+03.65 "H" 19+35.65 "H" 20+45.00 "H" 20+55.00 "H" 20+76.86 "H" 21+08.87

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"H" 11+30.00 "H" 12+15.00 "H" 12+30.00 "H" 13+20.00 "H" 13+40.00 "H" 13+55.00 "H" 13+85.00 "H" 14+00.00 "H" 17+75.00 "H" 17+90.00 "H" 19+03.65 "H" 19+35.65 "H" 20+45.00 "H" 20+55.00 "H" 20+76.86 "H" 21+08.87 "H" 23+39.80

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BEGIN STATION

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END STATION

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SLOPE

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N/A 1:1.5 1:1.5 TO 1:2 1:2 WITH WALL 1:1.5 1:1.5 TO 1:2 1:2 1:2 TO 1:3 1:3 1:3 TO 1:2 1:2 HAWK CREEK BRIDGE 1:2 9TH HOLE ACCESS 1:3 BUTTE CREEK BRIDGE 1:3

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RIGHT FORESLOPE TABLE

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1'

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1'

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"H"

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S.B. TRAVEL LANE

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SUBGRADE GEOTEXTILE

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EXTG. GROUND

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SL. 1:3

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SL. 2%

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~

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STA. "H" 10+75.71 TO STA. "H" 11+30.00

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SHOULDER

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SHOULDER

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2ND LIFT - 2.5" 1ST LIFT - 2.5"

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SL. 1:3

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(FOR SURFACING DETAILS NOT SHOWN, SEE SECTION BELOW)

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SAWCUT

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SL. 1:3

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E

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I

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E

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E

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S

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E

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N

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DRIVEWAY DETAILS 00SHEET


C:\OBEC\PWOBEC01\D0281529\097086_2A_DRIVEWAY_DETAILS.DWG 2019/03/28 09:50

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ADVANCE

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2A

CC

FF

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"H" 15+40

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"H" 15+60

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DRIVEWAY "D1" STA. "H" 15+66.72, LT.

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PLAN

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PROFILE

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H: 1"=10' V: 1"=2.5'

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0+40

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0+20

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11

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12

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13

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0+00

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15

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14

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16

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15

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11

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12

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13

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14

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16

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SECTION A-A

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"D1"

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0.0%

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3:1

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3:1

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CUT SLOPE

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LEGEND

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FILL SLOPE

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ACP DRIVEWAY

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TEMP. CONST. EASE.

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"H" LINE

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"D1" LINE

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A

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A

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STA. "D1" 0+47.44, 0' LT.

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STA. "H" 15+66.72, 47.44' LT.

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STA. "D1" 0+07.00, 0' LT.

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STA. "H" 15+66.72, 7.0' LT.

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STA. "D1" 0+10.00, 0' LT.

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STA. "H" 15+66.72, 10.0' LT.

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STA. "D1" 0+00.00, 0' LT.

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STA. "H" 15+66.72, 0' LT.

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R/W

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R/W

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STONE EMBANKMENT NOM. THKN. - VAR.

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~

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STA. "H" 15+84.22, 27.23' LT.

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STA. "H" 15+84.22, 54.94' LT.

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STA. "H" 15+49.22, 26.58' LT.

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STA. "H" 15+49.22, 54.94' LT.

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PROFILE GRADE

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EXTG. GROUND

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5S1125-CB-14300 JJJF-LLC

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N81%%D 03' 58.45"W

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R/W

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R/W

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5S1125-CC-00100 USA FISH AND WILDLIFE SERVICE

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EDGE OF PAVEMENT

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LANE STRIPING

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CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE

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-7.00%

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PVI +07.00

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ELEV. 14.76

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PVI +47.44

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ELEV. 11.93



C:\OBEC\PWOBEC01\D0281529\097086_2A-2_DRIVEWAY_DETAILS.DWG 2019/03/28 09:51

DESIGNER:

CHECKER:

REVIEWER:

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SCALE WARNING


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AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

2A-2

CC

FF

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"H" 20+00

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DRIVEWAY "D2" STA. "H" 20+46.53, LT.

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PLAN

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PROFILE

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H: 1"=10' V: 1"=2.5'

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0+20

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15

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0+40

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0+00

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13

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16

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PROFILE GRADE

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EXTG. GROUND

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15

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13

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16

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CUT SLOPE

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LEGEND

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FILL SLOPE

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ACP DRIVEWAY

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TEMP. CONST. EASE.

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"H" LINE

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"D2" LINE

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A

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A

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STA. "D2" 0+36.00, 0' LT.

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STA. "H" 20+46.53, 36.0' LT.

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STA. "D2" 0+07.00, 0' LT.

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STA. "H" 20+46.53, 7.0' LT.

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STA. "D2" 0+10.00, 0' LT.

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STA. "H" 20+46.53, 10.0' LT.

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STA. "D2" 0+00.00, 0' LT.

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STA. "H" 20+46.53, 0' LT.

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R/W

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R/W

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-7.24%%%

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PVI +07.00

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ELEV. 15.49

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PVI +36.00

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ELEV. 13.40

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17

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17

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AGGREGATE BASE

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"D2"

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3:1

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3:1

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SL. VAR. 0.11% TO 0.5%

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40'

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STA. "H" 20+59.87, 21.72' LT.

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STA. "H" 20+59.95, 38.89' LT.

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STA. "H" 19+90.60, 37.63' LT.

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STA. "H" 19+90.45, 18.70' LT.

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SECTION A-A

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~

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MAINTENANCE BUILDING

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9TH HOLE ACCESS

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5S1125-CB-06400 CLARK, WILLIAM THOMAS JR

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R/W

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R/W

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5S1125-00-00400 CLARK, WILLIAM THOMAS JR

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N78%%D 37' 57.95"W

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LANE STRIPING

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EDGE OF PAVEMENT

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SUBGRADE GEOTEXTILE

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LOW PROFILE MOUNTABLE CURB (SEE DRG. NO. RD700)



C:\OBEC\PWOBEC01\D0281529\097086_2A-3_DRIVEWAY_DETAILS.DWG 2019/03/28 09:52

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CHECKER:

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SCALE WARNING


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AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

2A-3

CC

FF

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"H" 20+40

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"H" 20+60

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DRIVEWAY "D3" STA. "H" 20+50.53, RT.

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PLAN

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PROFILE

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H: 1"=10' V: 1"=2.5'

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0+40

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14

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0+20

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LEGEND

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ACP DRIVEWAY

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GRAVEL DRIVEWAY

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TEMP. CONST. EASE.

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STA. "D3" 0+14.00, 0' LT.

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STA. "H" 20+50.53, 14.0' RT.

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STA. "D3" 0+28.56, 0' LT.

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STA. "H" 20+50.53, 28.56' RT.

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STA. "D3" 0+75.60, 0' LT.

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STA. "H" 20+50.53, 75.60' RT.

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STA. "D3" 0+7.00, 0' LT.

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STA. "H" 20+50.53, 7.0' RT.

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STA. "D3" 0+00.00, 0' LT.

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STA. "H" 20+50.53, 0' LT.

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SECTION B-B

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STA. "H" 20+34.51, 29.91' RT.

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STA. "H" 20+34.47, 85.60' RT.

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STA. "H" 20+65.98, 28.04' RT.

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STA. "H" 20+65.05, 85.67' RT.

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0+60

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MAINTENANCE BUILDING ACCESS

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"D3"

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3:1

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3:1

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0.11%

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SECTION A-A

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LANE STRIPING

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EDGE OF PAVEMENT

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R/W

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EDGE OF CART PATH

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S78°37'57.95"E

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CONTRACTOR TO COORDINATE WITH GOLF COURSE TO INSTALL NEW HOSE SPIGOT

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11

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11

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0+80

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EXTG. GROUND

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PROFILE GRADE

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-2.00%

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-7.00%

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PVI +07.00

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ELEV. 15.73

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PVI +75.61

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ELEV. 11.28

DETAILS 00SHEET


C:\OBEC\PWOBEC01\D0281529\097086_2A-4_DETAILS.DWG 2019/03/27 16:05

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SCALE WARNING


NICK POLENSKE

AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

2A-4

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ROADWAY OVERTOPPING EMBANKMENT PROTECTION DETAIL

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CLASS 50 RIPRAP

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EXTG. GROUND

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STONE EMBANKMENT

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SPEED BUMP DETAIL

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SL. 2%

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SLOPE TO MATCH SHOULDER

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PLAN

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12"

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SECTION A-A

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SECTION B-B

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TAPER

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TAPER

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6" TO EDGE OF PVMT.

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6" TO EDGE OF PVMT.

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RIPRAP GEOTEXTILE

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NOTE: 1. THE RIPRAP SHOULD BE PLACED ALONG THE FACE OF THE ROADWAY EMBANKMENT FOR ALL LOCATIONS WHERE THE ROADWAY CREST ELEVATION IS LESS THAN 15.25 FEET (STA. "H" 11+50 TO STA. "H" 18+00).

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STA. "H" 21+50 & STA. "H" 22+50

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SL. 1:1

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NOTES: 1. SPEED BUMP SHALL MATCH ROADWAY AND BE CONSTRUCTED OUT OF LEVEL 2, " ACP. 12" ACP. 2. SPEED BUMP MARKING SHALL BE 120 MIL WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL.

GUARDRAIL DETAILS 00SHEET


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"H" 12+00

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WAYSIDE GUARDRAIL DETAIL

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GENERAL NOTES: 1. FOR MODIFIED TYPE 2A RAIL DETAILS, SEE DRG. NO. BR266. 2. PLACE RADIUS IDENTIFICATION PLATE (FOR DETAILS, SEE DRG. NO. RD415). 3. SHOP FABRICATE ALL RADIUS RAIL TO DIMENSIONS SHOWN. 4. EXCEPT ON TRANSITIONS, ALL POSTS SHALL BE 8' STEEL POSTS.

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"H" LINE

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TYPE 1 MOD. ANCHOR

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262.5'

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TYPE B END PIECE WITH TYPE 1 MOD. ANCHOR

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TYPE 2A GUARDRAIL

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TYP.

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(SEE NOTE 1)

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TYP.

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(SEE NOTE 1)

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TYPE 2A GUARDRAIL

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TYPE 1 MOD. ANCHOR

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TYPE B END PIECE WITH TYPE 1 MOD. ANCHOR

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TYPE 4 BRIDGE GUARDRAIL DETAIL

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THRIE BEAM END PIECE (TYPE B)

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TYPE 4 GUARDRAIL

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TYP.

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BRIDGE RAIL (TYP.)

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"H" LINE

GUARDRAIL DETAILS 00SHEET


C:\OBEC\PWOBEC01\D0281529\097086_2A-6_GUARDRAIL_DETAILS.DWG 2019/03/28 09:54

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"H" 20+00

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"H" 19+50

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"H" LINE

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NORTH GUARDRAIL DETAILS

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GENERAL NOTES: 1. FOR BRIDGE RAIL TRANSITION DETAILS, SEE DRG. NO. BR233. 2. PLACE RADIUS IDENTIFICATION PLATE (FOR DETAILS, SEE DRG. NO. RD415). 3. SHOP FABRICATE ALL RADIUS RAIL TO DIMENSIONS SHOWN. 4. EXCEPT ON TRANSITIONS, ALL POSTS SHALL BE 8' WOOD POSTS.

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TYPE 2A GUARDRAIL

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12.5'

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TYPE 3 GUARDRAIL

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BRIDGE RAIL TRANSITION

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TYPE 2A GUARDRAIL

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TYPE 3 GUARDRAIL

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12.5'

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BRIDGE RAIL TRANSITION

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TYP.

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TYP.

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3'-1 "12"

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TYP.

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3'-1 "12"

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TYP.

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R/W

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R/W

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R/W

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R/W

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MAINTENANCE BUILDING ACCESS

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NON-FLARED TERMINAL (TL2)

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9TH HOLE ACCESS

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NON-FLARED TERMINAL (TL2)

DETAILS 00SHEET



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ANDY BURKE

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SWALE OUTFALL PLAN

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ROCK BASIN FLOW SPREADER

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SECTION A-A

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ROCK BASIN FLOW SPREADER PLAN

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TYPICAL SECTION A-A

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SWALE RIPRAP OUTFALL

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SWALE TYPICAL SECTON

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SWALE PLAN

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C

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C

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C

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C

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C

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C

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TRIB. 1

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SL. 0.5%

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EXTG. RESTROOM BUILDING

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SWALE BOTTOM 80'-4' (SEE DETAILS, THIS SHT.)

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STA. 0+07.56 P.C. ELEV. 9.96

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ROCK BASIN FLOW SPREADER (SEE DETAILS, THIS SHT.)

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STA. 0+00.00 ELEV. 10.00

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MAINTENANCE ACCESS FROM EXTG. PARKING AREA

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~

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HMT ELEV. 10.89

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STA. 0+79.92 P.C. ELEV. 9.60

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STA. 0+89.37 P.T. ELEV. 9.55

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RIPRAP OUTFALL (SEE DETAILS, THIS SHT.)

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STA. 0+98.12 ELEV. 9.50

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N14°27'19"E

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113°38'20"Δ 78°49'08"T 5.65'

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STA. 0+59.74 P.T. ELEV. 9.70

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S85°18'07"E

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323°07'10"Δ 168°36'26"T 177.77''

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SL. 1:4

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SL. 1:4

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SL. 1:2

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SL. 1:2

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SWALE

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MAINTAIN 1:2 SLOPE TO EXTG. GROUND

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EROSION CONTROL MATTING (TYPE E)

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18" WATER QUALITY MIXTURE

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W.Q. DEPTH

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~

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A

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A

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A

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A

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MIN.

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MIN.

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SWALE GRADE BREAK

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CLASS 50 RIPRAP

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SWALE

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ROCK BASIN FLOW SPREADER

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12"-13' FROM INLET

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0.5'

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SL. 1:4

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SL. 1:4

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CLASS 50 RIPRAP

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CLASS 50 RIPRAP 12" MIN. THKN.

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RIPRAP GEOTEXTILE TYPE "1"

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SL. 1:1

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BASIN DEPTH

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SWALE SL. -0.5%

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RIPRAP GEOTEXTILE TYPE "1"

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N73°54'33"W

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SECTION A-A

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BED ELEVATION

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FISH LOG WITH ROOT WAD ATTACHED (18" OR GREATER DBH)

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SL. 1:2

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CLASS 50 RIPRAP

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EXTG. GROUND

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TOP OF BANK

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PROPOSED GRADE

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POSITION ROOT WAD MID POINT AT M.H.W. ELEVATION

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MHW ELEV. 6.87

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HMT ELEV. 10.89

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L1 = TOTAL LOG LENGTH L2 = MIN. EMBEDMENT LENGTH HMT = HIGHEST MEASURED TIDE MHW = MEAN HIGH WATER

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GENERAL NOTES: INSTALL LOG STRUCTURES AT LOCATIONS SHOWN ON SHT. 3A; ADJUST LOCATIONS, AS NEEDED AND BY DIRECTION OF THE ENGINEER, TO AVOID CONFLICTS WITH EXISTING WOODY VEGETATION. EACH STRUCTURE SHALL CONSIST OF 1 CONIFER LOG WITH ROOT WAD FACING STREAM; ANGLE TRUNKS 90 DEGREES HORIZONTALLY WITH RESPECT TO STREAM BANK. EXPOSED LENGTH SHOULD BE 3 FEET. COVER LOGS WITH 4.2' (MIN.) CLASS 50 RIPRAP; BACKFILL WITH COMPACTED NATIVE SOIL TO MATCH EXISTING GRADE. ISOLATE EXCAVATION AREA FROM STREAM FLOWS AND SALVAGE FISH PER PERMIT CONDITIONS. SEE SHEETS SR1 & SR3 FOR PLANTING IN THIS AREA.

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(DRAWING NTS)

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COMPACTED NATIVE SOIL BACKFILL

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LARGE WOODY DEBRIS DETAIL

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A

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A

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FLOW

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PLAN

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(DRAWING NTS)

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CLASS 50 RIPRAP BALLAST

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TOP OF BANK

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MHW

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3.5' MIN.

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COMPACTED NATIVE SOIL BACKFILL

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~

TRAFFIC CONTROL PLAN 00SHEET


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panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18

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STAGE I

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MT. ANGEL AVE.

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SHERIDAN AVE.

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INDEPENDENCE AVE.

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AMITY AVE.

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YAMHILL AVE.

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HAWK DR.

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'THE POINT' RD.

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BREAKERS

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BLVD.

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McMINNVILLE AVE.

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SALEM

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CARLTON AVE.

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AVE.

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SILVERTON

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AVE.

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WOODBURN WY.

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101

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101

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DETOUR ROUTE

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LEGEND

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SIGN ON POST

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UNDER TRAFFIC

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UNDER CONSTRUCTION

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BARRICADE

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TEMP. SIGN SUPPORT (TSS)

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60"x30"

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48"x30"

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21"x15"

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48"x48"

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W20-1 (1 REQD.)

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W1 (1 REQD.) (MOUNT ON TSS)

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W16-(5-7p) (2 REQD.)

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1

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6

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5

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8

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4"C

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7"

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7"

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30"x24"

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M4-9 (2 REQD.)

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2

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4"C

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7"

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7"

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30"x24"

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M4-9 (2 REQD.)

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3

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48"x48"

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W20-2 (1 REQD.)

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4

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30"x24" M1-4

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24"x12" M4-8

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21"x15"

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W16-(5-7p) (1 REQD.)

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9

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24"x12" M4-8

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30"x24" M1-4

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30"x24"

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M4-8a (2 REQD.)

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7

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DR.

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HAWK

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1

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9

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HAWK

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ST.

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8

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8' B(III)L

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4- 8' B(III)C

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6

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2- 8' B(III)C

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DIRECTION OF TRAFFIC

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7

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TO BE ACCOMPANIED BY DRG. NOS.: TM800, TM820, TM821 & TM840.

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CONSTRUCTION SEQUENCE: 1. INSTALL TCP SIGNS AND TRAFFIC CONTROL DEVICES. 2. CONSTRUCT PROPOSED IMPROVEMENTS UP TO DRIVEWAY "D1", STA. "H" 15+66.72.

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NOTES: 1. CONSTRUCT STONE EMBANKMENT AND 6" OF AGGREGATE ONLY TO ALLOW PROPER SETTLEMENT. 2. COVER EXISTING SIGNS AS NEEDED OR DIRECTED. 3. MAINTAIN ACCESS TO EXISTING DRIVEWAY THROUGHOUT CONSTRUCTION.

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2

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7

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ANTICIPATED STAGING AREA

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~

TRAFFIC CONTROL PLAN 00SHEET


C:\OBEC\PWOBEC01\D0281529\097086_2B-2_TRAFFIC_CONTROL_PLAN.DWG 2019/03/27 16:14

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CHECKER:

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SCALE WARNING


NICK POLENSKE

AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

2B-2


panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0 panelSizes:constructPanelMode:0constructPanels:36|24|18

panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18

101panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18


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STAGE II

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MT. ANGEL AVE.

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SHERIDAN AVE.

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INDEPENDENCE AVE.

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AMITY AVE.

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YAMHILL AVE.

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HAWK DR.

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'THE POINT' RD.

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BREAKERS

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BLVD.

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McMINNVILLE AVE.

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SALEM

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CARLTON AVE.

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AVE.

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SILVERTON

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AVE.

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WOODBURN WY.

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101

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101

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60"x30"

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48"x30"

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21"x15"

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48"x48"

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W20-1 (1 REQD.)

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W16-(5-7p) (2 REQD.)

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1

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6

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5

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8

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4"C

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7"

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7"

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30"x24"

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M4-9 (1 REQD.)

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2

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4"C

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7"

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7"

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30"x24"

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M4-9 (2 REQD.)

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3

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48"x48"

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W20-2 (1 REQD.)

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4

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30"x24" M1-4

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24"x12" M4-8

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21"x15"

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W16-(5-7p) (1 REQD.)

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9

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24"x12" M4-8

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30"x24" M1-4

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30"x24"

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M4-8a (2 REQD.)

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7

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DR.

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HAWK

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1

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4

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9

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7

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HAWK

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ST.

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3

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8

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2

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7

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5

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6

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2- 8' B(III)C

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3

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8

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5

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8' B(III)L

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8' B(III)L

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7

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2- 8' B(III)C

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2- 8' B(III)C

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6

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DETOUR ROUTE

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LEGEND

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SIGN ON POST

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UNDER TRAFFIC

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UNDER CONSTRUCTION

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BARRICADE

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TEMP. SIGN SUPPORT (TSS)

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DIRECTION OF TRAFFIC

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CONSTRUCTION SEQUENCE: 1. INSTALL TCP SIGNS AND TRAFFIC CONTROL DEVICES. 2. CONSTRUCT DRIVEWAY "D1" AND ADJUST TCP DEVICES TO THEIR STAGE II LOCATIONS. 3. CONSTRUCT PROPOSED IMPROVEMENTS IN FRONT OF GOLF CLUB HOUSE (STA. "H" 21+50 TO STA. "H" 23+39.80) UP TO ACP BASE COURSE. 4. CONSTRUCT BUTTE CREEK BRIDGE. 5. CONSTRUCT REMAINING STAGE II IMPROVEMENTS.

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NOTES: 1. FINAL PAVING SHALL BE COMPLETED AFTER STAGE II, UNDER TRAFFIC. 2. COVER EXISTING SIGNS AS NEEDED OR DIRECTED.

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PHASE 1

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2- 8' B(III)C

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PHASE 2

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ANTICIPATED STAGING AREA

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~

PLAN AND PROFILE 00SHEET


C:\OBEC\PWOBEC01\D0281529\097086_3_PLAN_AND_PROFILE.DWG 2019/03/28 09:56

DESIGNER:

CHECKER:

REVIEWER:

DRAFTER:



2

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SCALE WARNING


NICK POLENSKE

AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

3

6

5

2

1

3

4

RA

SA

S

SA

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F

7

10

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"H" 11+00

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"H" 12+00

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"H" 13+00

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"H" 11+47.94 P.I.

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"H" 12+00.08 P.C.

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N63° 31' 02.63"W

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N5° 29' 17.33"E

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"H" R=1000.00 L=59.62 D=3°24'58"CHORD L=59.61 CHORD DIR=S3°46'48"W

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N2° 04' 19.04"E

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"H" 12+59.70 P.T.

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-1.96%

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+47.94

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14.90

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100.00' V.C. K=50.91

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+97.94 P.V.C.

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15.88

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+97.94 P.V.T.

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14.90

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+75.71

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16.32

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0.00%

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E

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"H" LINE

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10

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5

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20

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15

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10

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"H" LINE

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PROFILE GRADE @

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EXTG. GROUND @

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0

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15

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30

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SCALE IN FEET

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SEC. 25, T. 5 S., R. 11 W., W.M.

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MATCH LINE STA. "H" 13+40

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SEE SHEET 4

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13+00

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12+00

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11+00

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R/W

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R/W

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R/W

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R/W

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SUBGRADE, TYP.

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17"

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17"

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STA. "H" 10+75.71

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5

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6

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7

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8

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9

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10

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1

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3

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EXC. 47 C.Y.

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STONE EMB. 70 C.Y.

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0

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5

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CONC. BOX CULVERT NO. 22665

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20' R.

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6

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2

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HMT ELEV. 10.89

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PAVING LIMIT

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100' R.

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4

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11

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TRIBUTARY 1

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1'

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1'

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12'

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12

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12

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6

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13

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13

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SAWCUT

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15

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14

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REGULATED WORK AREA

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STRAIGHT ARROW PAVEMENT MARKING SHOWN THUS:

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RIGHT TURN ARROW PAVEMENT MARKING SHOWN THUS:

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SEE DRG. NOS. TM501 & TM503.

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STOP BAR 1', TYPE B SHOWN THUS:

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HIGHEST MEASURED TIDE (HMT)

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WETLAND

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FILL SLOPE

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LEGEND

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NOTE: 1. WEST SLOPE WILL HAVE OVERTOPPING WEST SLOPE WILL HAVE OVERTOPPING EMBANKMENT PROTECTION (RIPRAP) (FOR DETAILS, SEE SHT. 2A-4).

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STONE EMB. 314 C.Y.

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5S1125-CB-14300 JJJF LLC

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15

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CLASS 50 RIPRAP (OVERTOPPING EMBANKMENT PROTECTION)

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SEE NOTE 1

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SEE NOTE 1

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CONST. CONC. BOX CULVERT NO. 22665 (FOR DRG. NOS., SEE SHT. 1) STA. "H" 12+30 TO STA. "H" 13+20, RT. "H" 12+30 TO STA. "H" 13+20, RT. CONST. RETAINING WALL NO. 22666 (FOR DRG. NOS., SEE SHT 1) STA. "H" 11+30 TO STA. "H" 14+55, RT. CONST. 31" GUARDRAIL TERMINAL, NON-FLARED FLARE RATE=0, W=1', E=0, L=25' TEST LEVEL 2 CONST. 31" GUARDRAIL - 262.5' (TYPE 2A) CONST. 31" GUARDRAIL - 25' (TYPE 2A MODIFIED) CONST. END PIECE (TYPE B) WITH TYPE 1 MOD. ANCHOR, RADIUS=20' - 2 INST. 8' POSTS - 45 (FOR DETAILS, SEE SHT. 2A-5) (SEE DRG. NOS. RD410, RD415 & RD480) STA. "H" 11+50 TO STA. "H" 13+37, LT. CONST. 31" GUARDRAIL TERMINAL, NON-FLARED FLARE RATE=0, W=1', E=0, L=25' TEST LEVEL 2 CONST. 31" GUARDRAIL - 137.5' (TYPE 2A) CONST. 31" GUARDRAIL - 25' (TYPE 2A MODIFIED) CONST. END PIECE (TYPE B) WITH TYPE 1 MOD. ANCHOR, RADIUS=100' - 2 INST. 8' POSTS - 24 (FOR DETAILS, SEE SHT. 2A-5) STA. "H" 10+51, 16.80' RT. INST. 30" X 24" "LEFT TURN ONLY" (R3-5) SIGN ON WOOD POST SUPPORT (SEE DRG. NOS. TM200, TM670, TM671, & TM676) STA. "H" 11+00, 12.00' RT., STA. "H" 11+60, 10.40' RT. & STA. "H" 11+64, 10.70' LT. INST. 36" X 36" "DO NOT ENTER" (R5-1) SIGN WITH 36" X 24" "WRONG WAY" (R5-1a) SIGN ON WOOD POST SUPPORT STA. "H" 11+08, 26.75' LT. INST. 36" X 36" X 36" "YIELD" (R1-2) SIGN ON WOOD POST SUPPORT STA. "H" 11+30, 36.50' LT. INST. 36" X 12" "ONE WAY" (R6-1) SIGN ON WOOD POST SUPPORT STA. "H" 11+32, 47.25' LT. INST. 30" X 24" "RIGHT TURN ONLY" (R3-5) SIGN ON WOOD POST SUPPORT

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STA. "H" 11+64, 10.70' LT. INST. 30" X 30" "STOP" (R1-1) SIGN WITH 30" X 24" "LEFT TURN ONLY" (R3-5) SIGN ON WOOD POST SUPPORT PROTECT EXTG. WATERLINE IN PLACE REMOVE EXTG. CULVERT PIPE AND RESTORE STREAM BED AND BANKS TO MATCH EXTG. UPSTREAM AND DOWNSTREAM CONDITIONS STA. "H" 11+32.83, 14.18' RT. & STA. "H" 12+66.60, 18.23' LT. INST. 1 INCH WATER CONNECTION PIPING - 43' RECONNECT EXTG. WATER SERVICES, 1 INCH - 2 RELOCATE 1 INCH WATER METER ASSEMBLY - 2 STA. "H" 11+50 TO STA. "H" 23+40 INST. 4" YELLOW LINE (THERMOPLASTIC) (SEE DRG. NO. TM500) STA. "H" 10+60 TO STA. "H" 10+85 INST. 8" WHITE DOTTED LINE (THERMOPLASTIC) (SEE DRG. NO. TM500)

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STREAMBED EXC. 286 C.Y.

DRAINAGE PLAN 00SHEET


C:\OBEC\PWOBEC01\D0281529\097086_3A_DRAINAGE_PLAN.DWG 2019/03/28 09:58

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AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

3A

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"H" 11+00

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"H" 12+00

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"H" 13+00

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0

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30

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SEC. 25, T. 5 S., R. 11 W., W.M.

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R/W

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R/W

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R/W

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STA. "H" 10+75.71

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N 1339840.20, E 459535.64 CONST. TYPE "CG-3" INLET RIM ELEV. 14.24 F.L. OUT 11.60± (N)SUMP: 10.60 INST. 12" STORM SEW. PIPE - 183' 5' DEPTH; SLOPE = 0.5% (SEE DRG. NOS. RD300, RD339, RD371, RD372, RD386, RD388, RD390, RD391 & RD393). CONST. EXTENDED INLET OPENING (FOR DETAILS, SEE SHT. __) N 1340015.13, E 459587.11 CONST. TYPE "CG-3" INLET RIM ELEV. 14.62 F.L. IN 10.60± (S)F.L. OUT 10.50± (W)SUMP: 9.50 INST. 12" STORM SEW. PIPE - 13' 5' DEPTH; SLOPE = 0.5% CONST. 80' X 4' WATER QUALITY SWALE (FOR DETAILS, SEE SHT. 2A-7) PROTECT EXTG. WATER LINE CONST. CLASS 50 RIPRAP BASIN FLOW SPREADER (FOR DETAILS, SEE SHT. 2A-7) CONST. CLASS 50 RIPRAP BASIN OUTFALL (FOR DETAILS, SEE SHT. 2A-7) CONST. AGGREGATE CHECK DAM, TYPE 1 (SEE DRG. NO. RD1005) REMOVE EXTG. CURB & GUTTER CONST. CONC. CURB & GUTTER REMOVE 1' SECTIONS OF CONC. MEDIAN (SEE TABLE BELOW FOR LOCATIONS) TRENCH RESURFACING - 66 SQ. YD. (SEE DRG. NOS. RD300 & RD302) INST. FISH LOGS - 2 (FOR DETAILS, SEE SHT. 2A-8)

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REGULATED WORK AREA

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LEGEND

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TRIBUTARY 1

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R/W

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2

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1

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SEE SHEET 4

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TRENCH RESURFACING

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10

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12"-183'

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12"-13'

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WETLAND

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FILL SLOPE

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3

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4

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5

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6

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7

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8

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8

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11

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R/W

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1339853.55 1339885.63 1339917.40 1339949.02

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459613.95 459623.40 459632.70 459641.79

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NORTHING

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EASTING

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CONCRETE MEDIAN CUT-OUT LOCATIONS

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POINT

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9-1 9-2 9-3 9-4

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1A

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1A

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9-1

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9-2

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9-3

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9-4




DESIGNER:

CHECKER:

REVIEWER:

DRAFTER:



2

3

4



SCALE WARNING


NICK POLENSKE

AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

4

1

2

3

F

4

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"H" 14+00

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"H" 15+00

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N8° 56' 01.55"E

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0.00%

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14.90

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STA. "H" 15+65, LT. CONST. ASPH. DRIVEWAY - 747 SQ. FT. (FOR DETAILS, SEE SHT. 2A) SEE SHT. 3, NOTE 4 SEE SHT. 3, NOTE 15 PROTECT EXTG. SEPTIC SYSTEM IN PLACE CONTRACTOR TO VERIFY LOCATION

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SEE NOTE 1




DESIGNER:

CHECKER:

REVIEWER:

DRAFTER:



2

3

4



SCALE WARNING


NICK POLENSKE

AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

5

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"H" 18+96.90 P.C.

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N1° 28' 27.92"E

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N11° 22' 02.05"E

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"H" R=800.00 L=104.15 D=7°27'34"CHORD L=104.08 CHORD DIR=N5°12'15"E

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"H" R=400.00 L=59.42 D=8°30'39"CHORD L=59.36 CHORD DIR=N7°06'42"W

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"H" 20+35.02 P.T.

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"H" 20+58.13 P.C.

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+19.59

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17.90

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147.00' V.C. K=36.68

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+73.59

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14.90

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145.00' V.C. K=70.57

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+45.59

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105.00' V.C. K=57.00

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16.39

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+93.09 P.V.R.C.

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16.46

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15.38

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BRIDGE NO. 22664

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+35.65

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+03.65

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+76.86

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HAWK CREEK

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BUTTE CREEK

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1

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5

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17"

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17"

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17"

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EXC. 3 C.Y.

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STONE EMB. 648 C.Y.

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STONE EMB. 519 C.Y.

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0

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5

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HMT ELEV. 10.89

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BRIDGE NO. 22663

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HMT ELEV. 10.89

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1.95%

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2.05%

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9

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25 YEAR ELEV. 14.09

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15

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30

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15.44

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15.38

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6

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5S1125-CB-14400 USA FISH AND WILDLIFE SERVICE

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JJJF LLC EXTG. OUT BUILDING

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MAINTENANCE BUILDING

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BRIDGE NO. 22664 - 32' REMOVE EXTG. CULVERT RDWY. WIDTH - 16' BRIDGE NO. 22663 - 32' REMOVE EXTG. CULVERTS & TIDE GATE RDWY. WIDTH - 19' SALVAGE TIDE GATES AND DELIVER TO GOLF COURSE STA. "H" 20+50, LT. CONST. ASPH. DRIVEWAY - 590 SQ. FT. (FOR DETAILS, SEE SHT. 2A-2) STA. "H" 20+50, RT. CONST. ASPH. DRIVEWAY - 186 SQ. FT. (FOR DETAILS, SEE SHT. 2A-3). STA. "H" 17+90 TO STA. "H" 19+03, RT. CONST. 31" GUARDRAIL - 87.5' (TYPE 2A) CONST. 31" GUARDRAIL - 12.5' (TYPE 3) CONST. END PIECE (TYPE B) CONST. GUARDRAIL TRANSITION INST. 8' POSTS - 19 (SEE DRG. NOS. RD440 & BR203) STA. "H" 19+03, LT. CONST. 31" GUARDRAIL - 12.5' (TYPE 4) CONST. END PIECE (TYPE B) INST. 8' POSTS - 2 (FOR DETAILS, SEE SHT. 2A-5) STA. "H" 19+35 TO STA. "H" 20+40, RT. CONST. GUARDRAIL TERMINAL, NON-FLARED FLARE RATE=0, W=1, E=0.75', L=25' CONST. 31" GUARDRAIL - 43.75' (TYPE 2A) CONST. 31" GUARDRAIL - 12.5' (TYPE 3) CONST. GUARDRAIL TRANSITION INST. 8' POSTS - 12 (FOR DETAILS, SEE SHT. 2A-6) STA. "H" 19+35 TO STA. "H" 20+33, LT. CONST. GUARDRAIL TERMINAL, NON-FLARED FLARE RATE=0, W=1, E=0.75', L=25' CONST. 31" GUARDRAIL - 37.5' (TYPE 2A) CONST. 31" GUARDRAIL - 12.5' (TYPE 3) CONST. GUARDRAIL TRANSITION INST. 8' POSTS - 11 (FOR DETAILS, SEE SHT. 2A-6) STA. "H" 20+72.50, LT. "H" 20+72.50, LT. CONST. 31" GUARDRAIL - 12.5' (TYPE 4) INST. 8' POSTS - 2 CONST. END PIECE (TYPE B) (FOR DETAILS, SEE SHT. 2A-5) STA. "H" 20+60, RT. "H" 20+60, RT. CONST. 31" GUARDRAIL - 12,5' (TYPE 4) CONST. END PIECE (TYPE B) INST. 8' POSTS - 2 (FOR DETAILS, SEE SHT. 2A-5) SEE SHT. 3, NOTE 15 STA. "H" 20+36.50, 37.0' LT. STA. "H" 20+55.85, 37.6' LT. CONST. LOW PROFILE MOUNTABLE CURB - 20' (SEE DRG. NO. RD700)




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NICK POLENSKE

AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

6

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"H" 22+76.40 P.T.

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N2° 51' 22.71"E

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N14° 28' 29.68"E

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-0.11%

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+39.80

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15.12

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+08.87

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ADJUST BOX TO FINISH GRADE STA. "H" 21+50 AND STA. "H" 22+50 "H" 21+50 AND STA. "H" 22+50 INST. ASPH. ISLAND (SPEED BUMP) (FOR DETAILS, SEE SHT. 2A-4) STA. "H" 23+25, 10.50' LT. INST. 30" X 30" "STOP" (R1-1) SIGN ON WOOD POST SUPPORT STA. "H" 21+09 TO STA. "H" 21+63, LT. CONST. GUARDRAIL TERMINAL, NON-FLARED FLARE RATE=0, W=1, E=0, L=25' CONST. 31" GUARDRAIL - 18.75' (TYPE 2A) CONST. 31" GUARDRAIL - 12.5' (TYPE 3) CONST. GUARDRAIL TRANSITION CONST. 8' POSTS - 7 STA. "H" 21+09, RT. CONST. 31" GUARDRAIL - 12.5' (TYPE 4) CONST. END PIECE (TYPE B) WITH TYPE 1 MOD. ANCHOR INST. 8' POSTS - 2 (FOR DETAILS, SEE SHT. 2A-5) PROTECT EXTG. POLE IN PLACE SEE SHT. 3, NOTE 15 PROTECT EXTG. WATERLINE IN PLACE PROTECT EXTG. COMMUNICATION LINE IN PLACE STA. "H" 21.70, RT. CONST. ASPH. DRIVEWAY - 66 SQ. FT.

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AMITY AVENUE

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SUBGRADE, TYP.

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17"

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17"

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END OF PROJECT

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STA. "H" 23+39.80

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EXC. 184 C.Y.

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STONE EMB. 20 C.Y.

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25' R.

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PAVING LIMIT

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PAVING LIMIT

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SAWCUT

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SAWCUT

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5' R.

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PAVING LIMIT

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11.3%%%

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5S1125-CB-04400 AFFOLTER NESKOWIN BEACH HOUSE LLC

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EROSION CONTROL DETAILS 00SHEET


C:\OBEC\PWOBEC01\D0281529\097086_GA_EROSION_CONTROL_DETAILS.DWG 2019/03/27 16:22

DESIGNER:

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REVIEWER:

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2

3

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SCALE WARNING


NICK POLENSKE

AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

GA

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GENERAL NOTES: THE CONSTRUCTION, ADJUSTMENT, MAINTENANCE, AND UPGRADING OF THESE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE CONTRACTOR FOR THE DURATION OF THE PROJECT TO COMPLY WITH SECTION 00280 OF THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE NPDES 1200-CA PERMIT. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN ARE FOR ANTICIPATED SITE CONDITIONS. ADJUST OR UPGRADE THESE MEASURES FOR UNEXPECTED STORM EVENTS TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. DEVELOP A REVISED PLAN OF THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN AS REQUIRED BY SECTION 00280, OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION. IMPLEMENT THIS PLAN FOR ALL CLEARING AND GRADING ACTIVITIES AND IN SEGMENTS APPLICABLE TO EACH STAGING PHASE. CONSTRUCT IN SUCH A MANNER SO AS TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT ENTER THE ROADWAY OR DRAINAGE SYSTEM, OR VIOLATE APPLICABLE WATER STANDARDS. INSTALL MEASURES WITHIN THE RIGHT-OF-WAY UNLESS DIRECTED OTHERWISE.

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STANDARD DRAWINGS

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SEDIMENT FENCE

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SLOPE AND CHANNEL MATTING

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RD1040

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RD1055

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CONSTRUCTION ENTRANCES

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RD1000

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TEMP. ORANGE PROTECTIVE FENCING

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FENCING DETAIL

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TYPICAL TREE PROTECTION

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NOTES: 1. TREES ADJACENT TO DESIGNATED CLEARING LIMITS SHALL BE PROTECTED WITHIN THE CRITICAL ROOT ZONE (CRZ) AS DIRECTED. 2. THE CRZ FOR TREES 4" DBH. OR SMALLER SHALL BE AN AREA WITH A RADIUS AT LEAST 5' FROM THE TRUNK. 3. THE CRZ FOR TREES OVER 4" DBH. SHALL BE AN AREA WITH A RADIUS OF AT LEAST 18" FROM THE TRUNK FOR EVERY 1" OF DBH. SIZE, MODIFIED AS SHOWN. 4. NO SOIL GRADE CHANGES OR COMPACTION SHALL TAKE PLACE WITHIN THE CRZ, EXCEPT AS DIRECTED. 5. IF WORK IS DONE WITHIN THE CRZ, CARE MUST BE TAKEN TO MINIMIZE ROOT DISTURBANCE. SPECIAL CARE SHALL BE TAKEN DURING EXCAVATION. 6. ADDITIONAL PROTECTIVE FENCING MAY BE REQUIRED WHEN THE WORK AREA IS WITHIN THE CRZ OF TREES.

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ORANGE PLASTIC MESH FENCING

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DBH = DIAMETER AT BREAST HEIGHT.

EROSION CONTROL PLAN 00SHEET


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INST. SLOPE MATTING, TYPE D (SEE DRG. NO. RD1055) INST. CONSTRUCTION ENTRANCE, TYPE 1 (SEE DRG. NO. RD1000) INST. SEDIMENT FENCE (SEE DRG. NO. RD1040) CONST. INLET PROTECTION (SEE DRG. NO. RD1015)

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5S1125-CB-14400 USA FISH AND WILDLIFE SERVICE

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STA. "H" 23+39.80

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5S1125-CB-04400 AFFOLTER NESKOWIN BEACH HOUSE LLC

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TEMPORARY WATER MANAGEMENT PLAN 00SHEET


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SANDBAG BARRIER PUMP PLACE CONVEYANCE PIPE SEDIMENT CONTROL FACILITY (FILTER BAG OR EQUAL) DEWATER WORK AREA

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TRIBUTARY 1

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PLAN

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GENERAL NOTES: THE IMPLEMENTATION OF THIS TEMPORARY WATER MANAGEMENT PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THIS FACILITY IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED. THE TEMPORARY WATER MANAGEMENT FACILITY SHOWN ON THIS PLAN IS THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIODS, THIS FACILITY SHALL BE UPGRADED FOR UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. REMOVE ALL TEMPORARY WATER MANAGEMENT FEATURES AND RESTORE SITE AS PER PLANS AND SPECIFICATIONS.

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FULL ISOLATION NOTES: 1. ISOLATING THE WORK SITE UPSTREAM: INSTALL SINGLE PRIMARY SANDBAG BARRIER ACROSS THE STREAM CHANNEL. IF NEEDED, INSTALL SECONDARY SANDBAG BARRIER. DOWNSTREAM: INSTALL SANDBAG BARRIER. 2. CAP THE DOWNSTREAM END OF THE EXISTING CULVERT TO PREVENT FISH FROM ENTERING DEWATERED AREA. 3. SIZE THE TEMPORARY WATER MANAGEMENT FACILITY BASED ON SITE CONDITIONS. ROUTE WATER AROUND WORK AREA USING PIPE, PUMP OR COMBINATION. THE DISCHARGE TABLE BELOW CAN BE USED TO ESTIMATE THE SIZE OF THE BYPASS PIPE AND/OR PUMP. 4. WATER SEEPING THROUGH THE PRIMARY BARRIER SHALL BE RETURNED TO AN AREA UP STREAM OF THE SANDBAG BARRIER. 5. PROVIDE ADEQUATE SEDIMENT CONTROL MEASURES DURING DEWATERING OF THE WORK AREA TO ENSURE SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 6. CONTRACTOR MUST INSTALL BARRIER UP TO THE MEAN HIGHER-HIGH WATER ELEVATION OF 7.57'.

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# BAGS

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A COMMON RECOMMENDATION IS TO MAKE THE SANDBAG BARRIER TWICE AS WIDE AS ITS HEIGHT (E.G., A ONE FOOT HIGH WALL WOULD HAVE A BASE WIDTH OF 2 FEET). THIS IS THE MINIMUM WIDTH-TO-HEIGHT RATIO THAT SHOULD BE USED TO CONSTRUCT A SANDBAG BARRIER. THIS IS BASED ON EACH BAG HAVING A PLACED DIMENSION OF ABOUT 4 TO 5 INCHES HIGH BY 9 TO 10 INCHES WIDE BY 14 INCHES LONG. THIS IS A 30 POUND BAG OF DRY SAND. THE ESTIMATED NUMBER OF BAGS NEEDED FOR 100 LINEAR FEET OF BARRIER THAT IS TWICE AS WIDE AS ITS HEIGHT IS:

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JULY

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AUGUST

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TRIBUTARY 1 ESTIMATED DISCHARGES FOR TEMPORARY WATER MANAGEMENT

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1.46 (656.2)

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1.29 (577.8)

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SANDBAG BARRIER

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PLASTIC

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1) AVERAGE DAILY DISCHARGE EXPECTED TO BE EXCEEDED 2 DAYS EACH MONTH. 2) AVERAGE DAILY DISCHARGE EXPECTED TO BE EXCEEDED 8 DAYS EACH MONTH. 3) AVERAGE DAILY DISCHARGE EXPECTED TO BE EXCEEDED 16 DAYS EACH MONTH. IN-WATER WORK PERIOD EXTENDS FROM 1 JULY THROUGH 15 SEPTEMBER. LISTED DISCHARGES ARE SURFACE WATER FROM THE UPSTREAM WATERSHED. THE ESTIMATED DISCHARGES ARE BASED ON NEARBY GAUGED BASINS. DISCHARGES IN THE SUBJECT WATERSHED MAY DIFFER.

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LEGEND

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SEDIMENT CONTROL FACILITY

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PIPE

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SUMP PUMP

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TEMPORARY WATER MANAGEMENT FACILITY AT STA. "H" 11+85

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REMOVE EXTG. CULVERT PIPE & RESTORE STREAM BED & BANKS TO MATCH EXTG. UPSTREAM & DOWNSTREAM CONDITIONS



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FULL ISOLATION NOTES: 1. ISOLATING THE WORK SITE UPSTREAM: INSTALL SINGLE PRIMARY SANDBAG BARRIER ACROSS THE STREAM CHANNEL. IF NEEDED, INSTALL SECONDARY SANDBAG BARRIER. DOWNSTREAM: INSTALL SANDBAG BARRIER. 2. INSTALL SANDBAG BARRIER DOWNSTREAM FROM WORK AREA. LOCATION TO BE SET BASED ON TOPOGRAPHY AND EASEMENTS AVAILABLE. 3. SIZE THE TEMPORARY WATER MANAGEMENT FACILITY BASED ON SITE CONDITIONS. ROUTE WATER AROUND WORK AREA USING PIPE, PUMP OR COMBINATION. THE DISCHARGE TABLE BELOW CAN BE USED TO ESTIMATE THE SIZE OF THE BYPASS PIPE AND/OR PUMP. 4. WATER SEEPING THROUGH THE PRIMARY BARRIER SHALL BE RETURNED TO AN AREA UP STREAM OF THE SANDBAG BARRIER. 5. PROVIDE ADEQUATE SEDIMENT CONTROL MEASURES DURING DEWATERING OF THE WORK AREA TO ENSURE SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 6. CONTRACTOR MUST INSTALL BARRIER UP TO THE MEAN HIGHER-HIGH WATER ELEVATION OF 7.57'.

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# BAGS

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JULY

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AUGUST

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SEPTEMBER

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OCTOBER

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1.44 (647.3)

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2

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3

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HAWK CREEK ESTIMATED DISCHARGES FOR TEMPORARY WATER MANAGEMENT

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0.91 (409.3)

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1.04 (464.7)

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0.80 (258.7)

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2.69 (1208.2)

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0.63 (283.9)

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0.50 (222.5)

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10.30 (4632.9)

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0.81 (363.7)

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0.46 (206.87)

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4.14 (1856.4)

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1.53 (687.2)

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WIDTH (FT.)

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SANDBAG BARRIER

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PLASTIC

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LEGEND

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REGULATED WORK AREA

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PIPE

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SUMP PUMP

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REMOVE EXTG. CULVERT



C:\OBEC\PWOBEC01\D0281529\097086_GG-3_TEMP_WATER_MANAGEMENT.DWG 2019/03/28 10:17

DESIGNER:

CHECKER:

REVIEWER:

DRAFTER:



2

3

4



SCALE WARNING


NICK POLENSKE

AMY JONES

JEFF BERNARDO

OBEC CAD

APRIL 2017 00

ADVANCE

05-04-2017

GG-3

1

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BUTTE CREEK

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FULL ISOLATION NOTES: 1. ISOLATING THE WORK SITE UPSTREAM: INSTALL SINGLE PRIMARY SANDBAG BARRIER ACROSS THE STREAM CHANNEL. IF NEEDED, INSTALL SECONDARY SANDBAG BARRIER. DOWNSTREAM: INSTALL SANDBAG BARRIER. 2. INSTALL SANDBAG BARRIER DOWNSTREAM FROM WORK AREA. LOCATION TO BE SET BASED ON TOPOGRAPHY AND EASEMENTS AVAILABLE. 3. SIZE THE TEMPORARY WATER MANAGEMENT FACILITY BASED ON SITE CONDITIONS. ROUTE WATER AROUND WORK AREA USING PIPE, PUMP OR COMBINATION. THE DISCHARGE TABLE BELOW CAN BE USED TO ESTIMATE THE SIZE OF THE BYPASS PIPE AND/OR PUMP. 4. WATER SEEPING THROUGH THE PRIMARY BARRIER SHALL BE RETURNED TO AN AREA UP STREAM OF THE SANDBAG BARRIER. 5. PROVIDE ADEQUATE SEDIMENT CONTROL MEASURES DURING DEWATERING OF THE WORK AREA TO ENSURE SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 6. CONTRACTOR MUST INSTALL BARRIER UP TO THE MEAN HIGHER-HIGH WATER ELEVATION OF 7.57'

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1.50 (675.3)

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2

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BUTTE CREEK ESTIMATED DISCHARGES FOR TEMPORARY WATER MANAGEMENT

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0.96 (430.6)

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1.09 (488.4)

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0.84 (377.5)

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2.87 (1287.3)

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0.67 (299.8)

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0.92 (235.7)

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10.92 (4900.9)

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0.86 (283.8)

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0.49 (217.9)

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4.45 (1996.3)

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1.65 (738.6)

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SANDBAG BARRIER

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REGULATED WORK AREA

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PIPE

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SUMP PUMP

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REMOVE EXTG. CULVERTS & SALVAGE TIDE GATES

CULVERT PLAN AND ELEVATION 1 WC001SHEET

OFDRAWING NO.CALC. BOOKSTRUCTURE NO.DATE

C:\OBEC\PWOBEC01\D0311900\HAWK STREET CULVERT_ CULVERT PE.DWG 2019/03/28 08:12

DESIGNER:

CHECKER:

REVIEWER:

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SCALE WARNING

NESKOWIN EMERGENCY EGRESSTILLAMOOK COUNTY ERIC J. VAVRA, EIT

XIQIN LONG, PE

DOUGLAS A. KIRKPATRICK, PE

OBEC CAD

MARCH 2017 22665 0000 2

ADVANCE

05-04-2017

SEE WCOO1BR266, BR800, BR835, WC002

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EXPIRES: 12/31/

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3

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FT

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DISCHARGE

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FREQUENCY

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HYDRAULIC DATA

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/S

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ITEMS

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FLOOD

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15.23

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100

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587

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BASE

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FLOOD

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14.15

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368

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25

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FLOOD

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DESIGN

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UNITS

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YEARS

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FT

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837

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500

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15.69

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H.W. ELEV. @ CULVERT INLET

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MAX PROB.

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SCALE:

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NONE

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%%ULOCATION MAP

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R/W

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"H" LINE CURVE DATA R=1000.00 L=59.62 D=3°24'58"CHORD L=59.61 CHORD DIR=S3°46'48"W

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GUARDRAIL, TYP. SEE DWG. BR266 FOR MOUNTING GUARDRAIL POSTS TO CULVERTS

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SL.=2%

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30'-0" OUT-OUT

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30'-0" OUT-OUT

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30'-0" OUT-OUT

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"H" LINE

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*EL. 16.18 TOP OF HEADWALL

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EL. 12.33

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EL. 3.57 INLET INVERT

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EL. 3.42 OUTLET INVERT

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PLACE CULVERT ON 1'-0" MIN. COMPACTED GRANULAR STRUCTURE BACKFILL

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PLAN

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SCALE: 1" = 10'-0"

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ELEVATION

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SCALE: 1" = 10'-0"

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NOTE: : ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM, 1988.

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EL. 12.19

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*EL. 16.32 TOP OF HEADWALL

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HMT

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EXISTING UTILITY TO BE PROTECTED OR TEMPORARILY REROUTED

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GUARDRAIL

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12'-0"

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12'-0"

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CULVERT

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TRIBUTARY 1

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INSTALL NATIVE STREAMBED MATERIAL

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SL.=0.5%

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* MAY VARY IF PRECAST UNITS PROVIDED.

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NOTE: : SEE BR800 FOR WINGWALL, APRON, HEADWALL AND CUTOFF WALL DETAILS.

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N

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INDEPENDENCE AVE.

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AMITY AVE.

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YAMHILL AVE.

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HAWK

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DR.

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'THE POINT' RD.

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BREAKERS

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McMINNVILLE

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SALEM

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CARLTON

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AVE.

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AVE.

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AVE.

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SILVERTON

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AVE.

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NESKOWIN BEACH STATE WAYSIDE

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OREGON COAST HWY.

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PROPOSAL

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ROCK

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LP.

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ROCKVIEW

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WAY (PVT.)

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BLUE HERON

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WAY

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COHO

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LP.

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SLAB

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CREEK

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SUMMIT

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RD.

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NORTH LN.

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DR.

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SUMMIT LN.

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SUMMIT

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EAST LN.

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(PVT.)

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(PVT.)

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RIDGE LN.

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SCHOOLHOUSE

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TO PACIFIC CITY

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PACIFIC OCEAN

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NESKOWIN BEACH STATE RECREATION SITE

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HAWK ST.

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WINGWALL, TYP.

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SEC. 25, T. 5 S., R. 11 W., W.M.

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5'-0"

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5'-0"

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2'-0"

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2'-0"

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BURY RIPRAP 1'-0" MIN.

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2'-0"

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1.5

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GENERAL NOTES AND TYPICAL SECTION 2 WC002SHEET


C:\OBEC\PWOBEC01\D0311900\HAWK STREET CULVERT_GENERAL NOTES.DWG 2019/03/28 08:20

DESIGNER:

CHECKER:

REVIEWER:

DRAFTER:


CONSULTINGENGINEERSwww.obec.com

If scale bar does not measure one inch,then drawing is not to scale

SCALE WARNING


XIQIN LONG, PE


OBEC CAD

MARCH 2017 22665 0000 2

ADVANCE

05-04-2017

SEE WCOO1

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EXPIRES: 12/31/

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BOX CULVERT (12' X 10') - TYPICAL SECTION

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SCALE: " = 1'-0"14" = 1'-0"

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REINFORCED CONCRETE BOX CULVERT (12' X 10'). SEE DWGS. BR835 AND BR800 FOR DETAILS NOT SHOWN. REINFORCEMENT PER DWG. BR835 FOR 0'-2' FILL

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EXTG. GROUND ALONG "H" LINE

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PAY LIMITS OF STRUCTURE EXCAVATION

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PAY LIMITS OF GRANULAR STRUCTURE BACKFILL

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GENERAL NOTES: : PROVIDE ALL MATERIALS AND PERFORM ALL WORK ACCORDING TO THE OREGON DEPARTMENT OF TRANSPORTATION "2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE SPECIAL PROVISIONS. PRECAST CULVERT COMPONENTS ARE ALLOWED AND TO BE CONTRACTOR DESIGNED. SUBMIT DESIGN TO ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. DESIGN IS IN ACCORDANCE WITH THE FOLLOWING: 2014 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (7TH EDITION) WITH ALL INTERIM REVISIONS 2016 ODOT GEOTECHNICAL DESIGN MANUAL (MOST RECENT REVISION) PROVIDE ALL REINFORCING STEEL ACCORDING TO ASTM SPECIFICATIONS A706 OR ASTM A615 GRADE 60. PROVIDE FIELD BENT OR WELDED REINFORCING STEEL ACCORDING TO ASTM SPECIFICATION A706. * INCREASE THE SPLICE LENGTHS, BY ALL THE APPLICABLE PERCENTAGES: 30% FOR HORIZONTAL OR NEAR HORIZONTAL BARS WITH 1'-0" OR MORE OF FRESH CONCRETE PLACED BELOW. SPLICE REINFORCING STEEL AT ALTERNATE BARS, STAGGERED AT LEAST ONE SPLICE LENGTH AR AS FAR AS POSSIBLE, UNLESS SHOWN OTHERWISE. PLACE BARS 2" CLEAR OF THE NEAREST FACE OF CONCRETE (UNLESS SHOWN OTHERWISE). PROVIDE CLASS HPC 4000 - 1 ", OR " CONCRETE FOR ALL CONCRETE. 12", OR " CONCRETE FOR ALL CONCRETE. 34" CONCRETE FOR ALL CONCRETE. OREGON LAW REQUIRES THE RULES SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090, ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER, TO BE OBSERVED. COPIES OF THESE RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 1-800-332-2344 OR 811.

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*REINFORCING SPLICE LENGTH (CLASS B) GRADE 60 fc=3.3 ksi

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BAR SIZE

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6

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14 & 18

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SPLICE LENGTH (UNCOATED)

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1'-4"

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1'-7"

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2'-2"

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3'-0"

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2'-5"

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3'-5"

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4'-3"

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5'-3"

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6'-4"

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NOT PERMITTED

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1'-0"

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1'-0"

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9"

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9"

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LIMITS OF STRUCTURE EXCAVATION, TYP.

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OPTIONAL CONSTRUCTION JOINT, TYP.

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2'-10"

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2'-10"

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NATIVE STREAMBED MATERIAL, TYP.

PLAN AND ELEVATION 1 WW001SHEET


C:\OBEC\PWOBEC01\D0311900\HAWK STREET_MSE WALL PE.DWG 2019/03/28 08:14

DESIGNER:

CHECKER:

REVIEWER:

DRAFTER:




SCALE WARNING


XIQIN LONG, PE


OBEC CAD

MARCH 2017 22666 0000 2

ADVANCE

05-04-2017

SEE WWOO1WW001, WW002

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L

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O

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N

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G

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EXPIRES: 12/31/

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BEGIN RETAINING WALL "H" 12+30.00 12.00' RIGHT

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END RETAINING WALL "H" 13+20.00 12.00' RIGHT

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WALL CONTROL LINE

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"H" LINE HAWK STREET

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"H" 12+50

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"H" 13+00

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BEGIN RETAINING WALL "H" 12+30.00 EL. 13.60 TOW

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END RETAINING WALL "H' 13+20.00 EL. 13.60 TOW

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EL. 8.60 BOW

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EL. 8.60 BOW

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EXISTING GROUND AT WCL

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0

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5

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10

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15

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20

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25

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ELEVATION IN FEET

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PLAN

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SCALE: 1" = 10'-0"

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ELEVATION

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SCALE: 1" = 10'-0"

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GUARDRAIL

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HMT

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R/W

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N5°29'17.33"E

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FINISH GROUND

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WETLAND B

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EXISTING UTILITY TO BE PROTECTED OR TEMPORARILY REROUTED

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SCALE:

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NONE

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%%ULOCATION MAP

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12'-0"

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12'-0"

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"H" 12+59.70 PT

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R/W

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N

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AMITY AVE.

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YAMHILL AVE.

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HAWK

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DR.

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'THE POINT' RD.

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BREAKERS

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McMINNVILLE

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SALEM

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CARLTON

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AVE.

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AVE.

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AVE.

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SILVERTON

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AVE.

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OREGON COAST HWY.

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PROPOSAL

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ROCK

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LP.

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ROCKVIEW

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WAY (PVT.)

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BLUE HERON

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WAY

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COHO

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PROPOSAL

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ROCK

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LP.

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SLAB

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CREEK

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SUMMIT

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RD.

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NORTH LN.

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VALLEY VIEW

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DR.

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SUMMIT LN.

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SUMMIT

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RD.

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EAST LN.

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NESKOWIN

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(PVT.)

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(PVT.)

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RIDGE LN.

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SCHOOLHOUSE

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P

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C

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C

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TO PACIFIC CITY

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PACIFIC OCEAN

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HAWK ST.

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SEC. 25, T. 5 S., R. 11 W., W.M.

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"H" LINE CURVE DATA R=1000.00 L=59.62 D=3°24'58"CHORD L=59.61 CHORD DIR=S3°46'48"W

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TYPICAL SECTION AND GENERAL NOTES 2 WW002SHEET


C:\OBEC\PWOBEC01\D0311900\HAWK STREET_MSE WALL_ TYPICAL SECTION.DWG 2019/03/28 08:22

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MARCH 2017 22666 0000 2

ADVANCE

05-04-2017

SEE WWOO1

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OREGON

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EXPIRES: 12/31/

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TYP. 9" ROADWAY BASE, SEE ROADWAY PLANS

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DESIGN AND PROTECT MSE WALL REINFORCING AT GUARDRAIL POST LOCATIONS

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MSE WALL BACKFILL

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2'-0" MIN.

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2'-0" MIN.

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STONE EMBANKMENT MATERIAL

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MSE REINFORCEMENT LENGTH

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H = 5'-0"

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H = 5'-0"

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1'-6" MIN

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1'-6" MIN

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TYP. MAT

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TYP. MAT

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TYP. MAT

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TYP. MAT

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TOW

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2'-0" MIN

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2'-0" MIN

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FINISH GROUND SLOPE TO MATCH EXISTING GROUND AT R/W

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BOW

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WCL

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R/W

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GEOTEXTILE/WELDED WIRE FACE MSE WALL PER CONTRACTOR'S DESIGN

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MSE WALL TYPICAL SECTION

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SCALE: " = 1'-0"38" = 1'-0"

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2

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1

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NO WORK AREA

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GUARDRAIL, TYP. SEE ROADWAY PLANS

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NEGLECT PASSIVE EARTH PRESSURE

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EMBANKMENT DEAD LOAD SURCHARGE (INCL. PAVEMENT)

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MSE GENERAL NOTES: : PROVIDE ALL MATERIALS AND PERFORM ALL WORK ACCORDING TO THE "2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE SPECIAL PROVISIONS. DESIGN SHALL BE IN ACCORDANCE WITH THE "2014 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS" WITH 2015 INTERIMS AS MODIFIED BY THE 2015 ODOT "GEOTECHNICAL DESIGN MANUAL" AND THE 2014 ODOT "BRIDGE DESIGN & DRAFTING MANUAL". FIELD VERIFY BOTTOM OF WALL ELEVATIONS BEFORE WALLS ARE DESIGNED AND FABRICATED. PROVIDE A MINIMUM SERVICE LIFE OF 75 YEARS FOR ALL COMPONENTS. SEE THE SPECIAL PROVISIONS FOR THE ASSUMED SOIL PROPERTY VALUES. THE ANTICIPATED SETTLEMENT AT THE FACE OF THE WALL IS 3"-6" OVER THE LIFE OF THE STRUCTURE. MINIMUM MSE WALL SOIL REINFORCEMENT LENGTH SHALL BE AS REQUIRED BY DESIGN, 100% OF THE WALL HEIGHT, OR 8'-0" (WHICHEVER IS GREATER). CONSTRUCT WALL ON SUITABLE FOUNDATION MATERIALS. OVEREXCAVATE ANY UNSUITABLE FOUNDATION MATERIALS AND BACKFILL WITH SUITABLE MATERIALS AS DIRECTED. DO NOT BACKFILL WALL UNTIL ALL TRENCHING THAT MAY BE NECESSARY IN FRONT OF WALL IS BACKFILLED AND COMPACTED AND THE COMPACTED TOE FILL IS IN PLACE TO THE TOP OF THE SUBGRADE. WHERE PRACTICAL, A MINIMUM OF 4'-0" WIDE HORIZONTAL BENCH SHALL BE PROVIDED IN FRONT OF WALL. PROVIDE SHORING WHERE NECESSARY. CONTRACTOR TO ADDRESS CONSTRUCTION CONFLICTS BETWEEN GUARDRAIL POSTS AND MSE WALL REINFORCING IN WALL SUBMITTAL. OREGON LAW REQUIRES THE RULES SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090, ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER, TO BE OBSERVED. COPIES OF THESE RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 1-800-332-2344 OR 811.

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WALL CONTROL LINE

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VEHICLE IMPACT LOAD

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LIVE LOAD SURCHARGE

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H

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EMBANKMENT SURCHARGE PRESSURE

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LIVE LOAD SURCHARGE PRESSURE

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EARTH PRESSURE

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MSE WALL LOADING CONDITIONS

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NO SCALE

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MSE WALL REINFORCEMENT

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LIMITS OF MSE WALL BACKFILL

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12'-0" TO "H" LINE

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1 " STONE EMBANKMENT MATERIAL12"± STONE EMBANKMENT MATERIAL

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2%

PLAN AND ELEVATION 1 WH001SHEET


C:\OBEC\PWOBEC01\D0311895\HAWK STREET_PE.DWG 2019/03/28 07:27

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BR233, BR410, BR445 WHOO2-WH010

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"H" LINE CURVE DATA D=9°53'34" R=800.00 L=138.13

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"H" 19+19.59 PVI EL. = 17.90

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147' VC

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PROPOSED STRUCTURE

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-1.95%

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2.05%%%

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SEE WHOO1

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18565

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OREGON

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U

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1

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0

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9

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9

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6

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X

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I

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Q

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I

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N

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N

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G

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EXPIRES: 12/31/2018

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3

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FT

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DISCHARGE

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FREQUENCY

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BACKWATER

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HYDRAULIC DATA

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/S

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ITEMS

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FLOOD

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N/A

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15.25

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100

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578

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BASE

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FLOOD

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N/A

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14.12

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443

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25

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FLOOD

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DESIGN

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UNITS

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YEARS

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FT

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FT

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742

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500

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15.69

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N/A

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SCOUR EL.

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N/A

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N/A

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FT

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N/A

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H.W. ELEV. @ UPSTREAM FACE OF BRIDGE

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MAX PROB.

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PLAN

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SCALE: 1" = 10'-0"

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ELEVATION

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SCALE: 1" = 10'-0"

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GRADELINE DIAGRAM

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SCALE: NONE

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"H" 19+00

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BENT 2

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0

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5

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10

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15

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20

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25

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ELEVATION IN FEET

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EST. PILE TIP EL. -36.00, TYP.

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BENT 1

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PIN

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PIN

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N1°28'28"E

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"H" 20+35.02 P.T.

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N11°22'02"E

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"H" 19+03.65

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"H" 19+35.65

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BENT 2

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BENT 1

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EL. 17.14

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EL. 17.12

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"H" 18+96.90 PC

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R/W

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HMT EL. 10.89

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1.5

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1

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1.5

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1

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WETLAND B

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EXTG. 60" CULVERT TO BE REMOVED

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"H" LINE

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SIDE MOUNT THRIE-BEAM RAIL, SEE DWG. BR233

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THRIE-BEAM RAIL TRANSITION, SEE ROADWAY PLANS

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PP 12.75 X 0.50, TYP.

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CLASS 50 RIPRAP

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PROPOSED GROUND LINE

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EXTG. GROUND AT "H" LINE 10' LEFT

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BURY RIPRAP 1'-0" (MIN) WITH NATIVE MATERIAL

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32'-0" CTR.-CTR. BENTS ALONG "H" LINE

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15'-0"

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15'-0"

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12'-0"

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12'-0"

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16'-0" OUT-OUT

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16'-0" OUT-OUT

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16'-0" OUT-OUT

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HAWK CREEK

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NOTE: : ELEVATIONS SHOWN ARE FINISH GRADE AT THE INTERSECTION OF "H" LINE AND BENTS.

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HMT

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HMT

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EXTG. GROUND AT "H" LINE 10' RIGHT

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CLASS 50 RIPRAP

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FINISH GROUND

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FILL TYP.

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SCALE:

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NONE

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%%ULOCATION MAP

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N

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INDEPENDENCE AVE.

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AMITY AVE.

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YAMHILL AVE.

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HAWK

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DR.

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'THE POINT' RD.

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BREAKERS

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McMINNVILLE

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SALEM

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CARLTON

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AVE.

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AVE.

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AVE.

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SILVERTON

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AVE.

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OREGON COAST HWY.

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PROPOSAL

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ROCK

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LP.

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ROCKVIEW

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WAY (PVT.)

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BLUE HERON

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WAY

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COHO

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PROPOSAL

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ROCK

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LP.

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SLAB

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CREEK

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SUMMIT

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RD.

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NORTH LN.

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VALLEY VIEW

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DR.

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SUMMIT LN.

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SUMMIT

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RD.

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EAST LN.

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NESKOWIN

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(PVT.)

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(PVT.)

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RIDGE LN.

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SCHOOLHOUSE

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P

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R

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R

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O

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J

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E

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E

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T

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C

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C

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TO PACIFIC CITY

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PACIFIC OCEAN

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HAWK ST.

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7'-0"

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7'-0"

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11'-0"

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11'-0"

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11'-0"

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11'-0"

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SEC. 25, T. 5 S., R. 11 W., W.M.

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EXTG. GROUND AT "H" LINE

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2'-0"

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2'-0"

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RIPRAP GEOTEXTILE

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EXISTING CULVERT TO BE REMOVED. EXACT INVERT ELEVATIONS UNKNOWN, LOCATION SHOWN ARE APPROXIMATE

GENERAL NOTES & MISCELLANEOUS DETAILS 2 WH002SHEET


C:\OBEC\PWOBEC01\D0311895\HAWK STREET_GENERAL NOTES.DWG 2019/03/28 07:29

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SEE WHOO1

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18565

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OREGON

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J

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Y

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1

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0

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1

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9

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9

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6

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X

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I

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Q

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N

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EXPIRES: 12/31/2018

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GENERAL NOTES: : THE BRIDGE IS DESIGNED IN ACCORDANCE WITH THE 2014 EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (INCLUDING INTERIM REVISIONS) WITH AN ALLOWANCE OF 40 PSF FOR PRESENT WEARING SURFACE PLUS ADDITIONAL ALLOWANCE FOR CAMBER, AND 25 PSF FOR THE FUTURE WEARING SURFACE, AND ALL OF THE FOLLOWING LIVE LOADS: SERVICE AND STRENGTH I LIMIT STATES: HL-93 DESIGN TRUCK OR TANDEM AND THE DESIGN LANE LOADS. STRENGTH II LIMIT STATE: ODOT TYPE STP-5BW PERMIT TRUCK ODOT TYPE STP-4E PERMIT TRUCK PROVIDE ALL MATERIALS AND PERFORM ALL WORK ACCORDING TO THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION. PROVIDE ALL REINFORCING STEEL ACCORDING TO ASTM SPECIFICATION A706 OR ASTM A615 GRADE 60. PROVIDE FIELD BENT OR WELDED REINFORCING ACCORDING TO ASTM SPECIFICATION A706. USE THE FOLLOWING SPLICE LENGTHS, UNLESS SHOWN OTHERWISE: *INCREASE THE SPLICE LENGTH BY ALL THE APPLICABLE PERCENTAGES: 30% FOR LOCATIONS WITH 1'-0" OR MORE OF FRESH CONCRETE PLACED BELOW. SPLICE REINFORCING STEEL AT ALTERNATE BARS, STAGGERED AT LEAST ONE SPLICE LENGTH OR AS FAR AS POSSIBLE, UNLESS SHOWN OTHERWISE. PLACE BARS 2" CLEAR OF THE NEAREST FACE OF CONCRETE, UNLESS SHOWN OTHERWISE. PROVIDE FOUNDATION CONCRETE, CLASS HPC 4000 - 1 ", 1", OR " IN PILE CAPS. 12", 1", OR " IN PILE CAPS. 34" IN PILE CAPS. PROVIDE GENERAL STRUCTURAL CONCRETE, CLASS HPC 4000 - 1 ", 1", OR " FOR ALL OTHER 12", 1", OR " FOR ALL OTHER 34" FOR ALL OTHER CONCRETE. PROVIDE CONCRETE IN THE PRESTRESSED SLABS ACCORDING TO THE DETAIL PLANS. PROVIDE PRESTRESSING STEEL ACCORDING TO DETAIL PLANS. OREGON LAW REQUIRES THE RULES SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090, ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER, TO BE OBSERVED. COPIES OF THESE RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 1-800-332-2344 OR 811. SEE DWG. WH004 FOR PILE DRIVING INFORMATION.

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*REINFORCING SPLICE LENGTH (CLASS B) GRADE 60

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BAR SIZE

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3

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4

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5

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6

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7

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8

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9

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10

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11

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14 & 18

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1'-4"

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1'-7"

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2'-2"

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2'-7"

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3'-0"

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3'-5"

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4'-3"

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5'-3"

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6'-4"

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NOT PERMITTED

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12k

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24k

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18'-0"

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4'-6"

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14'-0"

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32'-0"

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5'-0"

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16'-0"

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18'-0"

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16'-0"

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5'-0"

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5'-0"

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ODOT PERMIT VEHICLE TYPE OR-STP-5BW

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NO SCALE

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ODOT PERMIT VEHICLE TYPE OR-STP-4E

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NO SCALE

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5'-0"

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BACKFILL PAY LIMITS

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SCALE: "=1'-0"14"=1'-0"

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GRANULAR STRUCTURE BACKFILL

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NOTE: : BENT 1 SHOWN. BENT 2 SIMILAR.

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EXISTING GROUND. NO EXCAVATION ANTICIPATED

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BENT 1

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BENT 1

FOUNDATION DATA 3 WH003SHEET


C:\OBEC\PWOBEC01\D0311895\HAWK STREET_FDS.DWG 2019/03/28 07:31

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MAY 2017 22664 0000 10

ADVANCE

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MDM, PE WLN, PE, GE

-

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SEE WHOO1

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PLAN

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SCALE: 1" = 10'-0"

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"H" 19+03.59

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"H" 19+35.59

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HAWK CREEK

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HMT

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HMT

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BENT 1

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BENT 2

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PROPOSED BRIDGE

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"H" LINE

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TEST BORING BH-4 "H" 19+01.29 0.92 FT., LT

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"H" 19+00

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EXISTING PIPE TO BE REMOVED

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ELEVATION

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HORIZONTAL SCALE: 1" = 10'-0" VERTICAL SCALE: 1" = 20'-0"

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0

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10

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20

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ELEVATION IN FEET

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10

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20

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ELEVATION IN FEET

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EXISTING "H" LINE

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TEST BORING BH-4 06/01/15 EL. 11.2

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"H" 19+00

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-10

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-20

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-30

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-40

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-50

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50

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-70

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0

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ASPHALTIC CONCRETE (±5 inches).

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Medium dense CRUSHED ROCK (GP); grey, wet,

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±3/4-inch minus, angular, (base rock).

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Very dense SAND (SP); grey, wet, fine sand, (beach

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sand).

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Medium stiff clayey SILT (MH); grey, wet, medium to

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high plasticity, (flood plain alluvium).

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Very loose silty SAND, trace gravel (SM); grey, wet,

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low plasticity silt, fine to coarse sand, fine gravel,

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rounded gravel, (flood plain alluvium).

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Soft clayey SILT, some organics (MH); brown, wet,

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medium to high plasticity, organics consist of wood

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debris, (flood plain alluvium).

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Very loose silty SAND, trace gravel (SM); grey, wet,

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low plasticity silt, fine to coarse sand, fine gravel,

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rounded gravel, (flood plain alluvium).

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Medium to dense SAND, trace silt (SP); light grey,

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wet, fine sand, (flood plain alluvium).

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Medium dense GRAVEL, some silt and sand (GP);

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grey, wet, low plasticity silt, fine to coarse sand, fine

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gravel, rounded gravel, (flood plain alluvium).

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Medium dense silty GRAVEL, trace sand (GM); brown

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and iron-stained, moist, low plasticity silt, fine to

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medium sand, fine to coarse gravel, subrounded

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gravel, (flood plain alluvium).

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Medium dense SAND, trace silt (SP); brown and

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iron-stained, wet, fine sand, (flood plain alluvium).

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Very stiff clayey SILT, scattered rock fragments (MH);

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grey-brown and iron and manganese-stained, moist,

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low to medium plasticity, sand to gravel-sized rock

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fragments, (residual soil).

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SH-4-3

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SH-4-9

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5

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2

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22

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29

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2

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21

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0

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22

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29

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50/1st 5"

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30

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2

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5

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3

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1

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18

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55

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-80

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-80

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LEGEND OF MATERIALS

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ASPHALTIC CONCRETE

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Clayey SILT, scattered rock fragments

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CRUSHED ROCK

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Clayey SILT, some organics

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Silty SAND

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SAND

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Clayey SILT

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GRAVEL, some silt and sand

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Silty GRAVEL

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FOUNDATION ENGINEERING, INC.

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PROFESSIONAL GEOTECHNICAL SERVICES

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BUS. (541) 757-7645 FAX (541) 757-7650

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CORVALLIS, OREGON 97330

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820 N.W. CORNELL AVENUE

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N value

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Standard Penetration Test

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Sample Number

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24

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2" SPT Sample

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Shelby Tube Sample

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SH-1-4

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Foundation data shown on this drawing may be a consolidation of information and/or revision in terminology from the Soils and Geological Exploration Logs. The Soils and Exploration Logs used in compiling this drawing are available upon request for review at the office of Foundation Engineering, Inc., Corvallis, OR.

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60776 PE

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OREGON

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EXPIRES: 12/31/

FOUNDATION PLAN 4 WH004SHEET


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6

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EXPIRES: 12/31/2018

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FOUNDATION PLAN

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SCALE: 1" = 10'-0"

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3- PILE SPCS. @ 6'-0" = 18'-0"

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3- PILE SPCS. @ 6'-0" = 18'-0"

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1'-0"

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1'-0"

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"H" 19+03.59

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"H" 19+35.59

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ROW

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WETLAND B

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HAWK CREEK

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HMT

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HMT

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4- PP 12.75 X 0.50, TYP.

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PILE DRIVING INFORMATION: : ALL PILING TO BE CLOSED-ENDED PP 12.75 X 0.50. STEEL PILES CONFORMING TO ASTM A525, GRADE 3. THE MINIMUM TIP ELEVATION IS EL. -29.00 AT BENT 1 AND EL. -29.00 AT BENT 2. BENT 1 AND BENT 2 ARE PARALLEL: BEARING = N86°53'46"W.SLABS ARE PERPENDICULAR TO BENTS. DRIVE PILES TO A NOMINAL RESISTANCE OF 269 KIPS PER PILE AT BENTS 1 AND 2. PILE DRIVING CRITERIA WILL BE DETERMINED BY THE GATES EQUATION. SEE DWG. WHOO3 FOR FOUNDATION DATA.

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CUT OFF PILE AND GRIND TO PROVIDE UNIFORM BEARING

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14

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B-U4a OR B-U4a-GF

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STEEL PILE SPLICE

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NO SCALE

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BACKING BAR

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4 PLACES

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PILE O.D.-

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PILE O.D.-

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PILE O.D. X 1

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PILE O.D. X 1

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STEEL PIPE PILE

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TRIM PILE TOP PLATE FOR WELDING AS SHOWN (4 PLACES)

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NOTE: : THE PILE TOP PLATE SHALL BE IN CONTACT WITH THE PILE FOR AT LEAST 75% OF ITS BEARING AREA. THE REMAINING 25% BEARING AREA SHALL HAVE NO GAP GREATER THAN ".116".

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PIPE PILE COVER PLATE DETAIL

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NO SCALE

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PIPE PILE TIP TREATMENT

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NO SCALE

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38" BACKUP BAR

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TC-U4c OR TC-U4c-F

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1" (ASTM A36)

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BENT 1

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BENT 2

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7'-0"

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7'-0"

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11'-0"

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11'-0"

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11'-0"

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11'-0"

TYPICAL DECK SECTION 5 WHOO5SHEET


C:\OBEC\PWOBEC01\D0311895\HAWK STREET_TYPICAL SECTION.DWG 2019/03/28 07:36

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VARIES

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VARIES

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12'-0"

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12'-0"

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VARIES

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VARIES

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6"

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6"

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6"

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6"

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4- 18" PRECAST PRESTRESSED SLABS. SEE DWG. WHOO6 FOR DETAILS

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SL.=2%

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CURB

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3" MIN. ACP WITH WATERPROOFING MEMBRANE

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"H" LINE

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SIDE-MOUNT THRIE BEAM BRIDGE RAIL. SEE DWG. BR233 FOR DETAILS

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NOTE: : RAIL POST LENGTH WILL VARY DUE TO BEAM CAMBER.

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SEE WHOO1

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18565

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OREGON

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Y

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1

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0

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1

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9

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9

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6

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EXPIRES: 12/31/2018

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SCALE: "=1'-0"38"=1'-0"

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GUARDRAIL TRANSITION TYP.

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SEE ROADWAY PLANS

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RAIL POST ON END BLOCK, DWG. WH010.

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CURB FACE

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BENT 2

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RAIL POST SPACING (BENT 2 RIGHT SHOWN, OTHER CORNERS SIMILAR)

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SCALE: "=1'-0"14"=1'-0"

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SEE CONCRETE CURB DETAIL THIS DWG.

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1"

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1"

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CONCRETE CURB DETAIL

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SCALE: 1"=1'-0"

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CONSTRUCTION JOINT

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6"

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6"

18" SLAB DETAILS 6 WH006SHEET


C:\OBEC\PWOBEC01\D0311895\HAWK STREET_SLAB SCHEDULE.DWG 2019/03/28 07:38

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EXPIRES: 12/31/2018

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18" STANDARD PRECAST PRESTRESSED SLAB

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INSTANTANEOUS DOWNWARD DUE TO SIDL*

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ESTIMATED MIDSPAN DEFLECTION (IN.)

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*SIDL IS 47.0 PSF, WHICH INCLUDES PRESENT WEARING SURFACES, WEARING SURFACE SIDL IS 47.0 PSF, WHICH INCLUDES PRESENT WEARING SURFACES, WEARING SURFACE BUILDUP, AND BRIDGE RAILS FOR PURPOSES OF CALCULATING DEFLECTION FOR BUILDUP.

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ESTIMATED SHORTENING 2 WEEKS AFTER TRANSFER OF PRESTRESS, IN.

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UPWARD 3 MONTHS AFTER TRANSFER OF PRESTRESS (NO SIDL)

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UPWARD AT TRANSFER OF PRESTRESS

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ESTIMATED INITIAL STRAND STRESS LOSS, KSI

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MINIMUM CONCRETE STRENGTH AT TRANSFER OF PRESTRESS, KSI

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CONCRETE CLASS, KSI

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DISTANCE "Y " TO C.G.S. U" TO C.G.S. AT MIDSPAN SUBTRACTING TOP STRAND, IN.

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DISTANCE "Y " TO C.G. C" TO C.G. STRAND AT MIDSPAN, IN.

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DEBONDED STRANDS

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TOTAL STRANDS

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AHEAD

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BACK

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SKEW ANGLE

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HORIZONTAL LENGTH O-O AT SLAB , FT. (AFTER SHORTENING)

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SPAN NO.

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NO. SLABS REQUIRED

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4

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1

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32'-10"

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0°

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0°

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22

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-

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3.98

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2.88

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HPC 6.0

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4.5

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37.7

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12"

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78"

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116"

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316"

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NOTE: : BUILDUP IS BASED ON THEORETICAL CAMBER AND CONTRACTOR IS RESPONSIBLE TO VERIFY CONSTRUCTED CAMBER PRIOR TO PAVING.

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ACWS BUILD-UP DIAGRAM

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NO SCALE

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FINISH GRADE

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TOP OF SLAB

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INTERIOR SLAB

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SCALE: 1" = 1'-0"

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NOTE: : SEE DWGS. BR410 AND BR445 FOR DETAILS NOT SHOWN.

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KEYWAY

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BUILDUP THICKNESS VARIES

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EXTERIOR SLAB (LEFT SLAB SHOWN, RIGHT SLAB SIMILAR)

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SCALE: 1" = 1'-0"

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NOTE: : SEE INTERIOR SLAB FOR DETAILS NOT SHOWN

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SEE DWG. BR233 FOR RAIL POST CONNECTIONS

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10"

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9"

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#4 CURB L-BAR, SPACE @ 1'-6" FULL LENGTH OF SLAB

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BENT 1

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BENT 2

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STOP EXTERIOR VOID FOR 1'-6" LENGTHS CENTERED AT ALL RAIL POSTS TO ACCOMMODATE RAILING HARDWARE, SEE WH005 FOR RAIL POST LOCATION

BENT 1 PLAN AND ELEVATION (BENT 2 SIMILAR) 7 WH007SHEET


C:\OBEC\PWOBEC01\D0311895\HAWK STREET_BENT 1 PE.DWG 2019/03/28 07:39

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05-04-2017

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18565

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EXPIRES: 12/31/2018

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BENT 1 SHOWN (BENT 2 SIMILAR)

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SCALE: " = 1'-0"38" = 1'-0"

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ELEVATION

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SCALE: " = 1'-0"38" = 1'-0"

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A

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A

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BENT 1

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EL. 16.97 (BENT 1)

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EL. 16.99 (BENT 2)

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EL. 17.12 (BENT 1)

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EL. 17.14 (BENT 2)

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EL. 17.27 (BENT 1)

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EL. 17.29 (BENT 2)

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"H" LINE

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SL. = 2%

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4- #5 C-BARS, VERTICAL, TYP.

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2'-7"

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1'-0"

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4- #5 U-BARS

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2'-8"

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1'-0"

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EL. 14.89 (BENT 1)

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EL. 14.91 (BENT 2)

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THRIE BEAM BRIDGE RAIL. SEE DWG. BR233 FOR DETAILS

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#5 STIRRUP SET @ PILES

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#5 STIRRUP SETS, 7 BETWEEN PILES, 2 OUTSIDE OF PILES

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2 -#4 EACH FACE

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4- #9 TOP AND BTM.

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#6 BTWN. PILES

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#4 TIE BARS @ 3'-0", ALT. HKS.

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2'-10"

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NOTE: : FOR SECTION A-A, SEE DWG. WH008.

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PP 12.75 X 0.50, TYP.

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FILL SIDE SHOWN

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OPEN SIDE SHOWN

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EL. 15.35 (BENT 1)

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EL. 15.37 (BENT 2)

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END BLOCK, SEE DWG. WH009

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END RAIL POST, SEE DWG. WH010

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2- LAYERS " EXPANSION JOINT 12" EXPANSION JOINT FILLER WITH 6 MIL POLYETHYLENE SHEET BETWEEN LAYERS

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"H" LINE

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10- #5 X 4'-2"

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NOTE: : ELEVATIONS SHOWN ARE TOP OF ROADWAY AT "H" LINE AND GUTTERLINES AT CENTERLINE OF BENTS.

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TYP.

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SLAB

WINGWALL DETAILS (BENT 1 RIGHT SHOWN, OTHERS SIMILAR) 9 WHO09SHEET


C:\OBEC\PWOBEC01\D0311895\HAWK STREET_BENT 1 WINGWALL.DWG 2019/03/28 07:42

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ADVANCE

05-04-2017

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OREGON

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EXPIRES: 12/31/2018

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TYPICAL ELEVATION

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SCALE: " = 1'-0"12" = 1'-0"

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PLAN

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SCALE: " = 1'-0"12" = 1'-0"

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#4 U-BARS @ 1'-0"

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#4 VERT. @ 1'-0" EACH FACE

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#3 TIES

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SECTION B-B

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SCALE: " = 1'-0"12" = 1'-0"

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OPEN FACE

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FILL FACE

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3"

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3"

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11'-0" LEFT WINGWALLS

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11'-0" LEFT WINGWALLS

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#4 U-BARS

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#6 @ 6"

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#4 @ 1'-0"

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#3 TIES @ 3'-0" EA. WAY

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#4 U-BAR @ 1'-0"

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1'-0" FILLET

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#6 FILLET BARS

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1'-0"

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1'-0"

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3'-6 " 12"

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2- #4 U-BARS EACH WAY

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2'-3"

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10"

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3"

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3"

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4- #5 HOOPS @ 6"

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2'-9"

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2'-5"

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BENT 1

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#4 U-BAR

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2'-9"

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10"

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#4 VERT. @ 1'-0" EA. FACE

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#3 TIES @ 3'-0" EA. WAY

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#6 FILLET BAR @ 6"

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#4 @ 1'-0" OPEN FACE

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10"

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8"

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B

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B

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#4 U-BAR @ 1'-0" ALONG EDGES

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4- #5 HOOPS

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#6 @ 6" FILL FACE

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FINISH GROUND

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BENT 1

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1'-6"

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1'-6"

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FILL FACE

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OPEN FACE

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#5

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2- #8

TYPICAL BENT SECTION 8 WH008SHEET


C:\OBEC\PWOBEC01\D0311895\HAWK STREET_TYPICAL BENT SECTION.DWG 2019/03/28 07:41

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EXPIRES: 12/31/2018

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PRECAST SLAB SETTING PROCEDURE; ; FORM 2" CONCRETE PAD INTEGRALLY WITH THE PILE CAP. PLACE " GROUT LAYER IMMEDIATELY BEFORE PLACING SLABS. 12" GROUT LAYER IMMEDIATELY BEFORE PLACING SLABS. PLACE ELASTOMERIC BEARING PADS, PREFORMED EXPANSION JOINT FILLER, AND PRESTRESSED SLABS BEFORE GROUT LAYER IS FULLY SET TO ENSURE UNIFORM BEARING ACROSS THE FULL WIDTH OF THE SLAB. IF UNIFORM BEARING IS NOT ACHIEVED, LIFT SLAB AND REPEAT PROCEDURE. ANY EXCESS GROUT PROTRUDING ABOVE THE BEARING PADS SHALL BE REMOVED IMMEDIATELY AFTER PLACING SLABS.

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CONSTR. JOINT

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12" BEARING PAD ON " GROUT12" GROUT

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#4 U-BARS @ 1'-0"

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1'-0"

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1'-0"

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10"

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BEAM SEAT DETAIL

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SCALE: "=1'-0"34"=1'-0"

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BENT

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SECTION A-A

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SCALE: "=1'-0"34"=1'-0"

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#4 U-BARS @ 1'-0"

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8"

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2'-6"

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#5 STIRRUP SETS

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2'-8"

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6"

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6"

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6"

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6"

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TYPICAL PILE REINFORCEMENT: : 4- #4 W/STD. 90° HOOK#4 X 1'-6" DIA. SPIRAL AT 4" PITCH

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#4 TIE BAR @ 3'-0", ALTERNATE HOOKS, SEE DWG. WHO10

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2'-10"

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BETWEEN PILES

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AT PILES

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BEARING PAD DETAIL

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SCALE: "=1'-0"34"=1'-0"

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PLACE 2- " X 6" X 1'-6" ELASTOMERIC 12" X 6" X 1'-6" ELASTOMERIC BEARING PADS AT EACH SLAB END, TYP.

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BENT = BEARING

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CONCRETE PILE CAP

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SLAB

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SLAB, TYP.

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PLACE " X 6" PREFORMED EXPANSION 12" X 6" PREFORMED EXPANSION JOINT FILLER BETWEEN BEARING PADS, TYP.

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2'-7"

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ROADWAY

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BRIDGE

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BENT = BEARING

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SEE DETAIL A, DWG. WHO10

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1 " DIA. X 2'-3" SMOOTH DOWEL. 14" DIA. X 2'-3" SMOOTH DOWEL. DRILL 2" DIA. X 1'-0" DEEP HOLE IN CAP AFTER SLABS HAVE BEEN SET AND TIE RODS HAVE BEEN TIGHTENED. USE LOW-IMPACT ROTARY DRILL. PLACE 2" DIA. X 1" THICK POLYSTYRENE PLUG ON TOP OF DOWEL. FILL REMAINDER WITH NON-SHRINK GROUT FROM THE ODOT QPL

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1" PREFORMED EXPANSION JOINT FILLER

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#4 U-BARS @ 1'-0"

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3"

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3"

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6"

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6"

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2'-8"

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6"

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6"

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6"

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6"

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6"

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2'-7"

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*TOP OF PILE CAP

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* SEE DWG. WH007 FOR TOP OF PILE CAP ELEVATIONS.

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12" ELASTOMERIC SHEET

MISCELLANEOUS DETAILS 10 WHO10SHEET


C:\OBEC\PWOBEC01\D0311895\HAWK STREET_MIS. DETAILS.DWG 2019/03/28 07:44

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SEE WHOO1

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OREGON

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0

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9

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6

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EXPIRES: 12/31/2018

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TIE BAR DETAIL

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NO SCALE

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FACE OF CONCRETE

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HOOK AROUND HORIZ. AND VERT. BARS

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2"

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2"

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TIE BAR WITH STD. 135° BEND, STD. 90°BEND OTHER END

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DETAIL A

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NO SCALE

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SAWCUT ACP 1 " DEEP X 12" DEEP X 12" WIDE AND FILL WITH TRAFFIC LOOP SEALANT

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VERTICAL BAR

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END RAIL POST DETAIL

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SCALE: " = 1'-0"34" = 1'-0"

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BASE PLATE

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SCALE: 1" = 1'-0"

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4- 1 " DIA. HOLES FOR 18" DIA. HOLES FOR 78" DIA. ANCHOR RODS

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1

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POST

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516

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END BENT RAIL POST NOTES: : PROVIDE STEEL RAIL AND POST ACCORDING TO ASTM SPECIFICATION A36 OR A572 GRADE 50. PROVIDE ANCHOR RODS ACCORDING TO ASTM F1554 GRADE 105 OR A449 TYPE 1. PROVIDE A HIGH STRENGTH RESIN FROM THE ODOT QPL. MINIMUM EMBEDMENT SHALL BE 9". INSTALL RESIN-BONDED ANCHORS ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ALL WELDING SHALL CONFORM TO THE 2010 AWS D1.1. SEE DWG. BR233 FOR DETAILS NOT SHOWN.

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W 8 X 28 POST

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W8 X 15

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BASE PLATE, SEE DETAIL THIS DWG.

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78" DIA. RESIN-BONDED ANCHORS

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THRIE BEAM RAIL

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1" GROUT PAD WITH LEVELING NUTS

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CURB

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ACP

PLAN AND ELEVATION 1 WB001SHEET


C:\OBEC\PWOBEC01\D0311896\BUTTE CREEK_PE.DWG 2019/03/28 07:52

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BUTTE CREEK CROSSINGHAWK STREET EXTENSION

TILLAMOOK COUNTY ERIC J. VAVRA, EIT

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OBEC CAD

MAY 2017 22663 0000 10

ADVANCE

05-04-2017

SEE WBOO1BR233, BR410, BR445 WBOO2-WB010

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BUTTE CREEK

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"H" 20+45.59 PVI EL. = 15.44

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105' VC

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PROPOSED STRUCTURE

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-0.11%

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-1.95%

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OREGON

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0

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1

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9

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9

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6

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N

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N

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EXPIRES: 12/31/2018

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3

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FT

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DISCHARGE

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FREQUENCY

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BACKWATER

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HYDRAULIC DATA

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/S

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ITEMS

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FLOOD

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N/A

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15.25

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100

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336

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BASE

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FLOOD

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N/A

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14.22

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259

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25

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FLOOD

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DESIGN

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UNITS

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YEARS

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FT

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FT

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428

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500

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15.72

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N/A

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SCOUR EL.

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N/A

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N/A

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FT

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N/A

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H.W. ELEV. @ UPSTREAM FACE OF BRIDGE

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MAX PROB.

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PLAN

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SCALE: 1" = 10'-0"

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ELEVATION

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SCALE: 1" = 10'-0"

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GRADELINE DIAGRAM

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SCALE: NONE

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BENT 2

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0

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5

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10

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15

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20

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25

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ELEVATION IN FEET

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EST. PILE TIP EL. -36.00, TYP.

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BENT 1

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PIN

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PIN

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EL. 15.37

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EL. 15.44

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HMT EL. 10.89

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1.5

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1

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1.5

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1

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"H" LINE

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SIDE MOUNT THRIE-BEAM RAIL, SEE DWG. BR233

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THRIE-BEAM RAIL TRANSITION, SEE ROADWAY PLANS

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PP 12.75 X 0.50, TYP.

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CLASS 50 RIPRAP

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PROPOSED GROUND LINE

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EXTG. GROUND AT 10' RIGHT OF "H" LINE

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BURY RIPRAP 1'-0" (MIN) WITH NATIVE MATERIAL

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19'-0"

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19'-0"

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12'-0"

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12'-0"

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20'-0" OUT-OUT

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20'-0" OUT-OUT

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20'-0" OUT-OUT

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NOTE: : ELEVATIONS SHOWN ARE FINISH GRADE AT THE INTERSECTION OF "H" LINE AND BENTS.

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EXISTING 60" CULVERTS TO BE REMOVED

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"H" 21+08.87

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"H" 20+76.86

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5'-0"

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5'-0"

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HMT

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HMT

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R/W

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CLASS 50 RIPRAP

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EXTG. GROUND AT 10' LEFT AT "H" LINE

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EXTG. GROUND AT "H" LINE

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"H" 21+17.55 PT

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"H" 20+58.13 PC

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N2°51'22"E

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7'-0"

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7'-0"

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BENT 1

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BENT 2

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FINISHED GROUND

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FILL, TYP.

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SCALE:

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NONE

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%%ULOCATION MAP

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N

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INDEPENDENCE AVE.

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AMITY AVE.

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YAMHILL AVE.

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HAWK

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DR.

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'THE POINT' RD.

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BREAKERS

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McMINNVILLE

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SALEM

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CARLTON

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AVE.

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AVE.

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AVE.

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SILVERTON

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AVE.

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OREGON COAST HWY.

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PROPOSAL

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ROCK

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LP.

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ROCKVIEW

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WAY (PVT.)

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BLUE HERON

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WAY

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COHO

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PROPOSAL

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ROCK

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LP.

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SLAB

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CREEK

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SUMMIT

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RD.

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NORTH LN.

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VALLEY VIEW

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DR.

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SUMMIT LN.

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SUMMIT

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RD.

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EAST LN.

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NESKOWIN

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(PVT.)

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(PVT.)

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RIDGE LN.

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SCHOOLHOUSE

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P

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R

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R

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C

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C

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TO PACIFIC CITY

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PACIFIC OCEAN

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HAWK ST.

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SEC. 25, T. 5 S., R. 11 W., W.M.

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2'-0"

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2'-0"

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RIPRAP GEOTEXTILE

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EXISTING CULVERTS TO BE REMOVED. EXACT INVERT ELEVATIONS UNKNOWN, LOCATIONS SHOWN ARE APPROXIMATE

GENERAL NOTES & MISCELLANEOUS DETAILS 2 WB002SHEET


C:\OBEC\PWOBEC01\D0311896\BUTTE CREEK_GENERAL NOTES.DWG 2019/03/28 07:54

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SEE WBOO1

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18565

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OREGON

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1

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EXPIRES: 12/31/2018

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12k

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24k

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24k

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24k

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24k

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12k

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18k

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20k

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20k

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20k

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18'-0"

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4'-6"

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14'-0"

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5'-0"

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32'-0"

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5'-0"

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16'-0"

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4'-6"

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18'-0"

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5'-6"

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4'-6"

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15'-0"

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5'-0"

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43'-0"

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5'-0"

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5'-0"

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16'-0"

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5'-0"

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5'-0"

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ODOT PERMIT VEHICLE TYPE OR-STP-5BW

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NO SCALE

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ODOT PERMIT VEHICLE TYPE OR-STP-4E

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NO SCALE

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5'-0"

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GENERAL NOTES: : THE BRIDGE IS DESIGNED IN ACCORDANCE WITH THE 2014 EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (INCLUDING INTERIM REVISIONS) WITH AN ALLOWANCE OF 40 PSF FOR PRESENT WEARING SURFACE PLUS ADDITIONAL ALLOWANCE FOR CAMBER, AND 25 PSF FOR THE FUTURE WEARING SURFACE, AND ALL OF THE FOLLOWING LIVE LOADS: SERVICE AND STRENGTH I LIMIT STATES: HL-93 DESIGN TRUCK OR TANDEM AND THE DESIGN LANE LOADS. STRENGTH II LIMIT STATE: ODOT TYPE STP-5BW PERMIT TRUCK ODOT TYPE STP-4E PERMIT TRUCK PROVIDE ALL MATERIALS AND PERFORM ALL WORK ACCORDING TO THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION. PROVIDE ALL REINFORCING STEEL ACCORDING TO ASTM SPECIFICATION A706 OR ASTM A615 GRADE 60. PROVIDE FIELD BENT OR WELDED REINFORCING ACCORDING TO ASTM SPECIFICATION A706. USE THE FOLLOWING SPLICE LENGTHS, UNLESS SHOWN OTHERWISE: *INCREASE THE SPLICE LENGTH BY ALL THE APPLICABLE PERCENTAGES: 30% FOR LOCATIONS WITH 1'-0" OR MORE OF FRESH CONCRETE PLACED BELOW. SPLICE REINFORCING STEEL AT ALTERNATE BARS, STAGGERED AT LEAST ONE SPLICE LENGTH OR AS FAR AS POSSIBLE, UNLESS SHOWN OTHERWISE. PLACE BARS 2" CLEAR OF THE NEAREST FACE OF CONCRETE, UNLESS SHOWN OTHERWISE. PROVIDE FOUNDATION CONCRETE, CLASS HPC 4000 - 1 ", 1", OR " IN PILE CAPS. 12", 1", OR " IN PILE CAPS. 34" IN PILE CAPS. PROVIDE GENERAL STRUCTURAL CONCRETE, CLASS HPC 4000 - 1 ", 1", OR " FOR ALL OTHER 12", 1", OR " FOR ALL OTHER 34" FOR ALL OTHER CONCRETE. PROVIDE CONCRETE IN THE PRESTRESSED SLABS ACCORDING TO THE DETAIL PLANS. PROVIDE PRESTRESSING STEEL ACCORDING TO DETAIL PLANS. OREGON LAW REQUIRES THE RULES SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090, ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER, TO BE OBSERVED. COPIES OF THESE RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 1-800-332-2344 OR 811. SEE DWG. WB004 FOR PILE DRIVING INFORMATION.

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*REINFORCING SPLICE LENGTH (CLASS B) GRADE 60

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BAR SIZE

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3

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4

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5

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6

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7

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8

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9

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10

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11

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14 & 18

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1'-4"

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1'-7"

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2'-2"

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2'-7"

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3'-0"

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3'-5"

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4'-3"

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5'-3"

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6'-4"

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NOT PERMITTED

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EXCAVATION AND BACKFILL PAY LIMITS

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SCALE: "=1'-0"14"=1'-0"

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GRANULAR STRUCTURE BACKFILL

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NOTE: : BENT 1 SHOWN. BENT 2 SIMILAR.

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EXISTING GROUND

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BENT 1

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BENT 1

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STRUCTURE EXCAVATION

FOUNDATION DATA 3 WB003SHEET


C:\OBEC\PWOBEC01\D0311896\BUTTE CREEK_FDS.DWG 2019/03/28 07:55

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MAY 2017 22663 0000 10

ADVANCE

05-04-2017

SEE WBOO1

MDM, PE WLN, PE, GE

-

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BUTTE CREEK

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PLAN

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SCALE: 1" = 10'-0"

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BENT 2

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BENT 1

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"H" LINE

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"H" 21+09.02

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"H" 20+77.02

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HMT

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HMT

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PROPOSED BRIDGE

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ELEVATION

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HORIZONTAL SCALE: 1" = 10'-0" VERTICAL SCALE: 1" = 20'-0"

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0

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10

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20

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ELEVATION IN FEET

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0

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10

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20

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ELEVATION IN FEET

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EXISTING "H" LINE

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TEST BORING BH-5 "H" 20+81.90 1.96 FT., RT

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"H" 21+00

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EXISTING CULVERTS TO BE REMOVED

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-10

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-10

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-20

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-20

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-30

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-30

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TEST BORING BH-5 06/02/15 EL. 13.0

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ASPHALTIC CONCRETE (±2 inches).

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Medium dense CRUSHED ROCK (GP); ±3/4-inch

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minus, angular, (base rock).

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Loose silty SAND, some gravel (SM); grey, wet, low

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plasticity silt, fine sand, fine to coarse gravel, angular

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gravel, (fill).

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Loose silty SAND, trace gravel (SM); grey, wet, low

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plasticity silt, fine to coarse sand, fine gravel, rounded

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gravel, (flood plain alluvium).

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Soft clayey SILT, scattered organics (MH); brown, wet,

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medium to high plasticity, organics consist of wood

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fibers, (flood plain alluvium).

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Very loose silty SAND, trace gravel, scattered

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organics (SM); grey, wet, low plasticity silt, fine to

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coarse sand, fine gravel, rounded gravel, organics

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consist of wood debris, (flood plain alluvium).

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Very soft clayey SILT, some sand, scattered organics

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(MH); grey, wet, medium to high plasticity, fine sand,

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organics consist of wood debris, (flood plain alluvium).

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Dense SAND, trace silt (SP); light grey, wet, fine sand,

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(flood plain alluvium).

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SH-5-5

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7

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7

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6

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2

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1

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0

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34

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2

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2

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2

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coarse sand, fine gravel, rounded gravel, organics

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-40

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-40

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"H" 21+00

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-50

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-50

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LEGEND OF MATERIALS

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ASPHALTIC CONCRETE

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Clayey SILT, some sand

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CRUSHED ROCK

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Clayey SILT, scattered organics

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Silty SAND

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Silty SAND, some gravel

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N value

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Standard Penetration Test

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Sample Number

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24

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2" SPT Sample

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Shelby Tube Sample

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SH-1-4

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Foundation data shown on this drawing may be a consolidation of information and/or revision in terminology from the Soils and Geological Exploration Logs. The Soils and Exploration Logs used in compiling this drawing are available upon request for review at the office of Foundation Engineering, Inc., Corvallis, OR.

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FOUNDATION ENGINEERING, INC.

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PROFESSIONAL GEOTECHNICAL SERVICES

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BUS. (541) 757-7645 FAX (541) 757-7650

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CORVALLIS, OREGON 97330

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820 N.W. CORNELL AVENUE

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60776 PE

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OREGON

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EXPIRES: 12/31/

FOUNDATION PLAN 4 WB004SHEET


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SEE WBOO1

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BUTTE CREEK

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7'-0"

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7'-0"

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1'-0"

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1'-0"

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OREGON

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EXPIRES: 12/31/2018

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PILE DRIVING INFORMATION: : ALL PILING TO BE CLOSED-ENDED PP 12.75 X 0.50. STEEL PILES CONFORMING TO ASTM A252, GRADE 3. THE MINIMUM TIP ELEVATION IS EL. -27.00 AT BENT 1 AND EL. -27.00 AT BENT 2. BENT 1 AND BENT 2 ARE PARALLEL: BEARING = N83°36'30"W.SLABS ARE PERPENDICULAR TO BENTS. DRIVE PILES TO A NOMINAL RESISTANCE OF 294 KIPS PER PILE AT BENTS 1 AND 2. PILE DRIVING CRITERIA WILL BE DETERMINED BY THE GATES EQUATION SEE DWG. WBOO3 FOR FOUNDATION DATA.

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FOUNDATION PLAN

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SCALE: 1" = 10'-0"

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BENT 2

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BENT 1

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"H" LINE

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27'-0"

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27'-0"

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"H" 21+09.02

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"H" 20+77.02

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HMT

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HMT

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4- PILE SPCS. @ 5'-6" = 22'-0"

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4- PILE SPCS. @ 5'-6" = 22'-0"

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3'-0"

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3'-0"

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1'-6"

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1'-6"

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5- PP 12.75 X 0.50, TYP.

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CUT OFF PILE AND GRIND TO PROVIDE UNIFORM BEARING

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14

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B-U4a OR B-U4a-GF

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STEEL PILE SPLICE

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NO SCALE

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BACKING BAR

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4 PLACES

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PILE O.D.-

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PILE O.D.-

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PILE O.D. X 1

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PILE O.D. X 1

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STEEL PIPE PILE

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TRIM PILE TOP PLATE FOR WELDING AS SHOWN (4 PLACES)

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NOTE: : THE PILE TOP PLATE SHALL BE IN CONTACT WITH THE PILE FOR AT LEAST 75% OF ITS BEARING AREA. THE REMAINING 25% BEARING AREA SHALL HAVE NO GAP GREATER THAN ".116".

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PIPE PILE COVER PLATE DETAIL

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NO SCALE

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PIPE PILE TIP TREATMENT

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NO SCALE

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38" BACKUP BAR

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TC-U4c OR TC-U4c-F

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1" (ASTM A36)

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"H" 21+17.55 PT

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"H" 20+58.13 PC

TYPICAL DECK SECTION 5 WBOO5SHEET


C:\OBEC\PWOBEC01\D0311896\BUTTE CREEK_TYPICAL SECTION.DWG 2019/03/28 07:59

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SEE WBOO1

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5- 18" PRECAST PRESTRESSED SLABS. SEE DWG. WBOO6 FOR DETAILS

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SL.=2%

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CURB

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3" MIN. ACP WITH WATERPROOFING MEMBRANE

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SIDE-MOUNT THRIE BEAM BRIDGE RAIL. SEE DWG. BR233 FOR DETAILS

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SL.=2%

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12'-0"

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12'-0"

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6"

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6"

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6"

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6"

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5'-0"

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5'-0"

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BREAK POINT

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NOTE: : RAIL POST LENGTH WILL VARY DUE TO BEAM CAMBER.

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9

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6

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EXPIRES: 12/31/2018

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SCALE: "=1'-0"38"=1'-0"

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"H" LINE

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GUARDRAIL TRANSITION TYP.

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SEE DWG. BR233

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RAIL POST SPACING (BENT 2 RIGHT SHOWN, OTHER CORNERS SIMILAR)

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SCALE: "=1'-0"14"=1'-0"

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RAIL POST ON END BLOCK, SEE DWG. WB010

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CURB FACE

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BENT 2

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ACP CURB FACE

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SEE CONCRETE CURB DETAIL THIS DWG.

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1"

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1"

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CONCRETE CURB DETAIL

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SCALE: 1"=1'-0"

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CONSTRUCTION JOINT

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6"

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6"

18" SLAB DETAILS 6 WB006SHEET


C:\OBEC\PWOBEC01\D0311896\BUTTE CREEK_SLAB SCHEDULE.DWG 2019/03/28 08:00

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ADVANCE

05-04-2017

SEE WBOO1

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18565

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OREGON

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EXPIRES: 12/31/2018

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18" STANDARD PRECAST PRESTRESSED SLAB

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INSTANTANEOUS DOWNWARD DUE TO SIDL*

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ESTIMATED MIDSPAN DEFLECTION (IN.)

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*SIDL IS 47.0 PSF, WHICH INCLUDES PRESENT WEARING SURFACES, WEARING SURFACE SIDL IS 47.0 PSF, WHICH INCLUDES PRESENT WEARING SURFACES, WEARING SURFACE BUILDUP, AND BRIDGE RAILS FOR PURPOSES OF CALCULATING DEFLECTION FOR BUILDUP.

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ESTIMATED SHORTENING 2 WEEKS AFTER TRANSFER OF PRESTRESS, IN.

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UPWARD 3 MONTHS AFTER TRANSFER OF PRESTRESS (NO SIDL)

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UPWARD AT TRANSFER OF PRESTRESS

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ESTIMATED INITIAL STRAND STRESS LOSS, KSI

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MINIMUM CONCRETE STRENGTH AT TRANSFER OF PRESTRESS, KSI

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CONCRETE CLASS, KSI

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DISTANCE "Y " TO C.G.S. U" TO C.G.S. AT MIDSPAN SUBTRACTING TOP STRAND, IN.

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DISTANCE "Y " TO C.G. C" TO C.G. STRAND AT MIDSPAN, IN.

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DEBONDED STRANDS

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TOTAL STRANDS

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AHEAD

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BACK

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SKEW ANGLE

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HORIZONTAL LENGTH O-O AT SLAB , FT. (AFTER SHORTENING)

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SPAN NO.

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NO. SLABS REQUIRED

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5

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1

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32'-10"

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0°

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0°

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22

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-

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3.98

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2.88

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HPC 6.0

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4.5

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37.7

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12"

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78"

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116"

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316"

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NOTE: : BUILDUP IS BASED ON THEORETICAL CAMBER AND CONTRACTOR IS RESPONSIBLE TO VERIFY CONSTRUCTED CAMBER PRIOR TO PAVING.

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ACWS BUILD-UP DIAGRAM

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NO SCALE

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1"

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1"

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FINISH GRADE

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TOP OF SLAB

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BUILDUP THICKNESS VARIES

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BENT 1

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BENT 2

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INTERIOR SLAB

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SCALE: 1" = 1'-0"

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NOTE: : SEE DWGS. BR410 AND BR445 FOR DETAILS NOT SHOWN.

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KEYWAY

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EXTERIOR SLAB (LEFT SLAB SHOWN, RIGHT SLAB SIMILAR)

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SCALE: 1" = 1'-0"

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NOTE: : SEE INTERIOR SLAB FOR DETAILS NOT SHOWN

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SEE DWG. BR233 FOR RAIL POST CONNECTIONS

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10"

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9"

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#4 CURB L-BAR, SPACE @ 1'-6" FULL LENGTH OF SLAB

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STOP EXTERIOR VOID FOR 1'-6" LENGTHS CENTERED AT ALL RAIL POSTS TO ACCOMMODATE RAILING HARDWARE, SEE WH005 FOR RAIL POST LOCATION

BENT 1 PLAN AND ELEVATION (BENT 2 SIMILAR) 7 WB007SHEET


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SEE WBOO1

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EXPIRES: 12/31/2018

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BENT 1 SHOWN (BENT 2 SIMILAR)

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SCALE: " = 1'-0"38" = 1'-0"

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A

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A

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BENT 1

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EL. 15.31 (BENT 1)

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EL. 15.24 (BENT 2)

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EL. 13.15 (BENT 1)

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EL. 13.08 (BENT 2)

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EL. 13.23 (BENT 1)

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EL. 13.16 (BENT 2)

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10- #5 X 4'-2"

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4- #5 C-BARS, VERTICAL, TYP.

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2'-7"

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1'-0"

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4- #5 U-BARS

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2'-10"

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1'-0"

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THRIE BEAM BRIDGE RAIL. SEE DWG. BR233 FOR DETAILS

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#5 STIRRUP SET @ PILES

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#5 STIRRUP SETS, 6 BETWEEN PILES, 2 OUTSIDE OF PILES

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2 -#4 EACH FACE

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4- #9 TOP AND BTM.

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#6 BTWN. PILES

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#4 TIE BARS @ 3'-0", ALT. HKS.

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NOTE: : FOR SECTION A-A, SEE DWG. WB008.

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EL. 15.43 (BENT 1)

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EL. 15.36 (BENT 2)

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ELEVATION

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SCALE: " = 1'-0"38" = 1'-0"

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SL. = 2%

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SL. = 2%

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"H" LINE

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"H" LINE

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FILL SIDE SHOWN

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OPEN SIDE SHOWN

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END RAIL POST, SEE DWG. WB010

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EL. 13.45 (BENT 1)

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EL. 13.38 (BENT 2)

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BREAK POINT

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EL. 15.44 (BENT 1)

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EL. 15.37 (BENT 2)

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2- LAYERS " EXPANSION JOINT 12" EXPANSION JOINT FILLER WITH 6 MIL POLYETHYLENE SHEET BETWEEN LAYERS

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NOTE: : ELEVATIONS SHOWN ARE TOP OF ROADWAY AT "H" LINE AND GUTTERINES AT CENTERLINE OF BENTS

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TYP.

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PP 12.75 X 0.50, TYP.

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SLAB

TYPICAL BENT SECTION 8 WB008SHEET


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EXPIRES: 12/31/2018

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PRECAST SLAB SETTING PROCEDURE; ; FORM 2" CONCRETE PAD INTEGRALLY WITH THE PILE CAP. PLACE " GROUT LAYER IMMEDIATELY BEFORE PLACING SLABS. 12" GROUT LAYER IMMEDIATELY BEFORE PLACING SLABS. PLACE ELASTOMERIC BEARING PADS, PREFORMED EXPANSION JOINT FILLER, AND PRESTRESSED SLABS BEFORE GROUT LAYER IS FULLY SET TO ENSURE UNIFORM BEARING ACROSS THE FULL WIDTH OF THE SLAB. IF UNIFORM BEARING IS NOT ACHIEVED, LIFT SLAB AND REPEAT PROCEDURE. ANY EXCESS GROUT PROTRUDING ABOVE THE BEARING PADS SHALL BE REMOVED IMMEDIATELY AFTER PLACING SLABS.

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CONSTR. JOINT

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12" BEARING PAD ON " GROUT12" GROUT

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#4 U-BARS @ 1'-0"

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BEAM SEAT DETAIL

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SCALE: "=1'-0"34"=1'-0"

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BENT

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BEARING PAD DETAIL

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SCALE: "=1'-0"34"=1'-0"

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PLACE 2- " X 6" X 1'-6" ELASTOMERIC 12" X 6" X 1'-6" ELASTOMERIC BEARING PADS AT EACH SLAB END, TYP.

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BENT = BEARING

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CONCRETE PILE CAP

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SLAB

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SLAB, TYP.

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PLACE " X 6" PREFORMED EXPANSION 12" X 6" PREFORMED EXPANSION JOINT FILLER BETWEEN BEARING PADS, TYP.

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SECTION A-A

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SCALE: "=1'-0"34"=1'-0"

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#4 U-BARS @ 1'-0"

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8"

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2'-6"

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#5 STIRRUP SETS

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TYPICAL PILE REINFORCEMENT: : 4- #4 W/STD. 90° HOOK.#4 X 1'-6" DIA. SPIRAL AT 4" PITCH

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#4 TIE BAR @ 3'-0", ALTERNATE HOOKS, SEE DWG WB010

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2'-10"

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BETWEEN PILES

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AT PILES

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ROADWAY

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BRIDGE

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BENT = BEARING

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SEE DETAIL A, DWG. WBO10

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1 " DIA. X 2'-3" SMOOTH DOWEL. 14" DIA. X 2'-3" SMOOTH DOWEL. DRILL 2" DIA. X 1'-0" DEEP HOLE IN CAP AFTER SLABS HAVE BEEN SET AND TIE RODS HAVE BEEN TIGHTENED. USE LOW-IMPACT ROTARY DRILL. PLACE 2" DIA. X 1" THICK POLYSTYRENE PLUG ON TOP OF DOWEL. FILL REMAINDER WITH NON-SHRINK GROUT FROM THE ODOT QPL

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1" PREFORMED EXPANSION JOINT FILLER

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#4 U-BARS @ 1'-0"

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3"

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3"

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6"

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6"

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*TOP OF PILE CAP

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* SEE DWG. WB007 FOR TOP OF PILE CAP ELEVATIONS.

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2'-8"

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6"

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6"

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6"

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6"

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2'-7"

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2'-8"

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6"

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6"

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6"

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6"

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6"

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2'-7"

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1'-0"

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1'-0"

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10"

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12" ELASTOMERIC SHEET

BENT 1 WINGWALLS 9 WBO09SHEET


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EXPIRES: 12/31/2018

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WINGWALL TYPICAL ELEVATION

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SCALE: " = 1'-0"12" = 1'-0"

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WINGWALL TYIPICAL PLAN (BENT 1 RIGHT SHOWN, OTHER SIMILAR)

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SCALE: " = 1'-0"12" = 1'-0"

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#4 U-BARS

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#6 X @ 6"

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#4 @ 1'-0"

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#3 TIES @ 3'-0" EA. WAY

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#4 U-BAR @ 1'-0"

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1'-0" FILLET

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#6 FILLET BARS

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1'-0"

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1'-0"

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3'-6 "12"

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2- #4 U-BARS EACH WAY

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2'-3"

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10"

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3"

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3"

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4- #5 HOOPS @ 6"

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2'-9"

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2'-5"

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BENT

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#4 U-BAR

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2'-9"

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10"

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#4 VERT. @ 1'-0" EA. FACE

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#3 TIES @ 3'-0" EA. WAY.

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#6 @ 6" FILLET BAR

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#4 @ 1'-0" OPEN FACE

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10"

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8"

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B

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B

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#4 U-BAR @ 1'-0" ALONG EDGES

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4- #5 HOOPS

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#6 @ 6" FILL FACE

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FINISH GROUND

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BENT

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#4 U-BARS @ 1'-0"

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#4 VERT. @ 1'-0" EACH FACE

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#3 TIES

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SECTION B-B

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SCALE: " = 1'-0"12" = 1'-0"

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OPEN FACE

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FILL FACE

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3"

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3"

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1'-6"

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1'-6"

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FILL FACE

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OPEN FACE

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#5

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2-#8

MISCELLANEOUS DETAILS 10 WBO10SHEET


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EXPIRES: 12/31/2018

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TIE BAR DETAIL

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NO SCALE

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FACE OF CONCRETE

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HOOK AROUND HORIZ. AND VERT. BARS

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2"

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2"

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TIE BAR WITH STD. 135° BEND,STD. 90° BEND OTHER END

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DETAIL A

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NO SCALE

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SAWCUT ACP 1 " DEEP X 12" DEEP X 12" WIDE AND FILL WITH TRAFFIC LOOP SEALANT

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VERTICAL BAR

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W 8 X 28 POST

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W8 X 15

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BASE PLATE, SEE DETAIL THIS DWG.

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78" DIA. RESIN-BONDED ANCHORS

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THRIE BEAM RAIL

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END BENT RAIL POST NOTES: : PROVIDE STEEL RAIL AND POST ACCORDING TO ASTM SPECIFICATION A36 OR A572 GRADE 50. PROVIDE ANCHOR RODS ACCORDING TO ASTM F1554 GRADE 105 OR A449 TYPE 1. PROVIDE A HIGH STRENGTH RESIN FROM THE ODOT QPL. MINIMUM EMBEDMENT SHALL BE 9". INSTALL RESIN-BONDED ANCHORS ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ALL WELDING SHALL CONFORM TO THE 2010 AWS D1.1. SEE DWG. BR233 FOR DETAILS NOT SHOWN.

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END RAIL POST DETAIL

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SCALE: " = 1'-0"34" = 1'-0"

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1" GROUT PAD WITH LEVELING NUTS

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BASE PLATE

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SCALE: 1" = 1'-0"

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4- 1 " DIA. HOLES FOR 18" DIA. HOLES FOR 78" DIA. ANCHOR RODS

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1

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POST

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516

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CURB

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ACP

lucs hawk street e route · plan and elevation. general notes & miscellaneous details....

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