A.03_ ADV PLANS BON ROCK FY21 SIGNED.pdf

PDF 6 MB Posted Dec 4, 2020

Attached to: Bonneville Spillway Rock Removal FY21
Solicitation number: W9127N21B0005
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes plans and drawings for the "Bonneville Spillway Rock Removal FY21" federal construction project. The project requires the removal of approximately 212.5 cubic yards of rock from the spillway stilling basin at the Bonneville Lock and Dam located in Portland, Oregon. Drawings provide details on the work area, general notes, symbols and abbreviations, existing site conditions, and photographs from previous rock removal work. The solicitation was released on 1 December 2020 with a bid opening date of 4 January 2021 at 3 PM Pacific Standard Time. The estimated cost of the project is between $500,000 and $1 million. The USACE Portland District is the contracting authority for this project.

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Other files

File	Type	Posted
B.08_W9127N21B0005 Solicitation Amendment1.pdf	PDF	Dec 10, 2020
B.08_ADV_2020 BON Spillway ROV Rock Inspection Report.pdf	PDF	Dec 10, 2020
B.08_W9127N21B0005 Bonneville Spillway Rock Removal FY21 Solicitation.PDF	PDF	Dec 1, 2020

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SCALE: 1" = 500'

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 10/28/2020 7:03:46 AM BY USERNAME: g2eccjmm SHEET NAME: G-002

= POUNDS PER LINEAR FOOTPLF

= PLATEPL

= PERFORATEDPERF.

= POUNDS PER CUBIC FOOTPCF

= OUT TO OUTO TO O

= OUTSIDEOS

= OPPOSITEOPP

= OUTSIDE LAYERO.L.

= OUTSIDE FACEOF

= OUTSIDE DIAMETERO.D.

= ON CENTERO.C.

= OVER ALL LENGTHO.A.L.

= NOT TO SCALENTS

= NATIONAL PIPE THREADNPT

= NOMINAL PIPE SIZENPS

= NOMINALNOM

= NUMBERNO.

= NEAR FACENF

= NO CHAMFERN.C.

= NATURALNAT.

= MARKMK

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= MACHINE BOLTM.B.

= MINIMUMMIN.

= MAXIMUMMAX.

= LOW POINTL.P.

= LONGITUDINALLONG.

= LENGTHLTH

= LONGLG.

= LINEAR FEETLF.

= ANGLEL

= KIPS PER SQUARE INCHKSI

= JOINTJT.

= INSIDEIS

= INFORMATIONINFO

= INSIDE LAYERI.L.

= INSIDE FACEIF

= INVERT ELEVATIONI.E.

= INSIDE DIAMETERID

= HORIZONTALHOR.

= HOLLOW METALH.M.

= HEAVY DUTYH.D.

= GALVANIZEDGALV.

= GAUGEGA.

THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS CONTRACT

= FLAT WASHERF.W.

= FEETFT.

= FLAT HEADF.H.

= FAR FACEF.F

= FLOOR DRAINF.D.

= FLAT BARF.B.

= EXISTINGEXIST.

= EXAMINATIONEXAM.

= EACH WAYE.W.

= EQUALLY SPACEDEQ. SP.

= ELEVATIONELEV

= EACH LAYERE.L.

= EXPANSION JOINTE.J.

= EACH FACEEF

= EACHEA.

= DOWELSDWL'S

= DRAWINGDWG

= DOWNSTREAMD/S

= DIAMETERDIA.

= DRILL AND GROUTD&G

= DETAILDET.

CUBIC YARDS=CY

= COUNTERSINKCSK

= CORNER SUPPORT PIECECSP

= CORROSION RESISTING STEELCRES

= COMPLETE PENETRATIONCP

= CORRUGATED METAL PIPEC.M.P.

= CONTRACTION JOINTCONT. JT.

= CONNECTIONCONN

= CONCRETECONC.

= CLEARCLR

= CENTERLINEC/L

= CONSTRUCTION JOINTC.J.

= CENTER TO CENTERC TO C

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= BOLT CENTERSB.C.

= ARCHITECTURALARCH.

= APPROXIMATEAPPROX.

= ANCHOR BOLTA.B.

= ANCHORANCH.

GENERAL NOTES:

= APPROXIMATION SYMBOL~

= WELDED WIRE FABRICWWF

= WALL CONSTRUCTION JOINTWCJ

= WATERSTOPW.S.

= WORK POINTW.P.

= WELD PLATEWP

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= UNLESS NOTED OTHERWISEUNO

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= TUBULAR STEELT.S.

= TOP OF WALLTOW

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= TOP OF CONCRETETOC

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= TROWELED JOINTT.J.

= TOP FACET.F.

= TO BE DETERMINEDT.B.D.

= TOP AND BOTTOMT & B

= SYMMETRICALSYM

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= POLYVINYL CHLORIDEPVC

= POINTPT.

= POUNDS PER SQUARE INCHPSI

= POUNDS PER SQUARE FOOTPSF

REACHING THE ENTRANCE.

MAINTAINED AT ALL TIMES SUCH THAT FISH SEEKING THE LADDER ARE NOT DELAYED IN

OPERATING FISH LADDER ENTRANCE. A CLEAR FLOW PATH ALONG THE SHORE SHALL BE

THE MARINE PLANT SHALL NOT BE STATIONED NEAR OR BLOCK THE FLOW FROM ANY5.1

5. MARINE PLANT REQUIREMENTS

AREA WEST OF THE BRADFORD ISLAND SERVICE CENTER IN AN ORDERLY FASHION.

ON SHEET G-001. ALL TRUCKS AND OTHER MOBILE EQUIPMENT SHALL BE PARKED IN

THERE ARE TWO (2) LOCATIONS FOR TEMPORARILY SECURING THE MARINE PLANT SHOWN4.2

THE REQUIRED WORK AREA IS THE SPILLWAY STILLING BASIN.4.1

4. WORK AREA

STILLING BASIN.

THE WORK INCLUDES REMOVAL OF ~212.5 CUBIC YARDS OF ROCK FROM THE SPILLWAY 3.1

3. REQUIRED WORK

-OREGON STATE PLANE NORTH

-VERTICAL DATUM: NGVD29

-HORIZONTAL DATUM: NAD27

2. PROJECT SURVEY COORDINATES:

1. SEE SHEET G-002 FOR DRAWING INDEX.

SYMBOL

IDENTIFICATION

DETAIL

SYMBOL

IDENTIFICATION

SECTION

3. DRAWING NUMBER CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

5. FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

4. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

DENOTES GENERAL FEATURES-

AS SHOWN BELOW:

6. AREA FEATURE DESIGNATOR FOR "G" AND "S" SHEETS IDENTIFICATION SHALL BE

(LEGEND NOTE 6)

TYPE DESIGNATOR (0 THRU 9)AREA FEATURE

SEQUENCE NUMBER (01 THRU 99)DISCIPLINE

LEGEND:

APPEARS

WHICH DETAIL

SHEET NUMBER ON

SHEET AS IT WAS TAKEN

APPEARS ON THE SAME

* WHEN BLANK, DETAIL

WAS TAKEN *

WHERE DETAIL

SHEET NUMBER

SHEET AS IT WAS TAKEN

APPEARS ON THE SAME

* WHEN BLANK, SECTION

APPEARS *

WHICH SECTION

SHEET NUMBER ON

WAS TAKEN *

WHERE SECTION

SHEET NUMBER

SEPERATOR SYMBOLSERIES CODE

DISCIPLINE CODESEPERATOR SYMBOL

SPERATOR SYMBOLFEATURE CODE

SEQUENCE NUMBERPROJECT CODE

LEVEL 2 DISCIPLINE DESIGNATORDISCIPLINE DESIGNATOR

SHEET TYPE DESIGNATORSEPERATOR SYMBOL

SHEET SEQUENCE NUMBERSERIES CODE

USER DEFINABLE CODEPROJECT MAJOR FEATURE CODE

FILE EXTENSIONPROJECT CODE

G-003

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X-3XX

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BDD-1.112-0/003

X-3XX

BDD1.112_G-002XXX.DGN

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 11/2/2020 8:47:54 AM BY USERNAME: g2eccjmm SHEET NAME: G-003

ELEVATION 0.0 FEET ESSSENTIALLY EQUALS MEAN SEA LEVEL.

4. BONNEVILLE PROJECT ELEVATION DATUM IS NGVD 29.

DATA.

SURVEYS OF OCTOBER 08, 2013 AND MARCH 25, 2020

HYDRO SURVEY RESULTS COMPARED AGAINST BASELINE

FEATURES AND IS BASED ON SEPTEMBER 2020 MULTIBEAM

3. ALL INFORMATION SHOWN REPRESENTS UNDERWATER

ABBREVIATIONS.

2. SEE SHEET G-003 FOR GENERAL NOTES, SYMBOLS, AND

1. SEE SHEET G-002 FOR DRAWING INDEX.

ISOMETRIC LOOKING SOUTHEAST

SPILLWAY DAM APRON & STILLING BASIN

NOTES:

SCALE: NTS

NORTH

B A

BLOCKS

BAFFLE

EXISTING

PIERS

EXISTING

BAFFLE BLOCK

CONTINUOUS

EXISTING

APRON

DOWNSTREAM

)OGEE

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 10/8/2020 1:14:56 PM BY USERNAME: g2eccjmm SHEET NAME: S-001

DATA.

SURVEYS OF OCTOBER 08, 2013 AND MARCH 25, 2020

HYDRO SURVEY RESULTS COMPARED AGAINST BASELINE

FEATURES AND IS BASED ON SEPTEMBER 2020 MULTIBEAM

3. ALL INFORMATION SHOWN REPRESENTS UNDERWATER

ABBREVIATIONS.

2. SEE SHEET G-003 FOR GENERAL NOTES, SYMBOLS, AND

1. SEE SHEET G-002 FOR DRAWING INDEX.

NOTES:

PLAN - SPILLWAY DAM STILLING BASIN ROCK ACCUMULATION SEPTEMBER 2020 NN

B A

Y N

O .1 T

H R

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K A

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BAFFLE BLOCK

CONTINUOUS

EXISTING

BLOCKS

BAFFLE

EXISTING

APRON

DOWNSTREAM

H A

E L S

M A

G E

E P

A N

D O

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D -1 .1

S -1

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L W

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A L F

~6 CU YDS

AREA A

~206.5 CU YDS

AREA C

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 11/2/2020 8:41:39 AM BY USERNAME: g2eccjmm SHEET NAME: S-101

MATERIAL REMOVED FROM SPILLWAY IN 2019

TYPICAL BAY 16/17 MATERIAL

TYPICAL BAY 2 MATERIAL

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L W

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S -5

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 10/28/2020 10:38:23 AM BY USERNAME: g2eccjmm SHEET NAME: S-501

NOTE:

DOWNSTREAM BAFFLE

BLOCKS ARE SOLID IN

BAYS NO.10 THRU No.17

	2020-11-19T13:51:49-0800
WELLS.ELIZABETH.ROGER.1387647755

	2020-11-20T15:03:59-0800
HELTON.MICHAEL.DON.1131216021

Text3:

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