A.02_CPFFCD19_PWS_Attachment_6.pdf

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IDENTIFICATION

SHEET

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R of Engineers

US Army Corps

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BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

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PROJECT SITE MAP

MILES

0 5 10 15 20 25

GROVE

COTTAGE

APPROX. 115 MILES

TO PORTLAND, OR

FROM EUGENE, OR

BLUE RIVER

DORENA

COUGAR DAM

LAKE

COUGAR

99W 99E

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JUNCTION CITY

SPRINGFIELD

126 W

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. DAM

FALL CREEK

FALL CK.

LOOKOUT POINT DAM

EUGENE

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C O

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DAM

DEXTER

ROW R. DORENA DAM

GROVE DAM

COTTAGE

5 DAM

HILLS CREEK

OAKRIDGE

MCKENZIE R.

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LOCATION

PROJECT

DISTRICT BOUNDARY MAP

LOCAL VICINITY MAP

PROJECT PHOTO

LOCATION

PROJECT

SCALE: 1:200

OVERALL SITE PLAN

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0200' 200'

SCALE: 1"= 200'

/0

/2

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PORTLAND DISTRICT

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STAGING AREA A

CONTRACTOR PARKING/

TOP OF DAM

POWER HOUSE

STAGING AREA B

CONTRACTOR PARKING/

SPILLWAY

ACCESS ROAD

EXISTING

INTAKE

TOWER

VIEW POINT

POWER TRANSMISSION

TOWER, TYP

REGULATING

OUTLET CHUTE

CONTRACTOR

PARKING/STAGING

AREA

VIEW POINT

WEST ABUTMENT

REGULATING OUTLET CHANNEL

WORK AREA

INTAKE TOWER

CRANE PAD

FOREST SERVICE

ROAD 1993

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FOREST SERVIC

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16751675

122.2365° W122.237° W122.2375° W122.238° W122.2385° W122.239° W122.2395° W122.24° W122.2405° W122.241° W122.2415° W122.242° W122.2425° W122.243° W122.2435° W122.244° W

122.2445° W

122.2445° W

122.245° W

122.245° W

122.2455° W

122.2455° W

122.246° W

122.246° W

122.2465° W

122.2465° W

122.247° W

122.247° W122.2475° W

.13

° N

.12

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9° N

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9° N

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° N

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° N

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8° N

.12

8° N

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° N

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7° N

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6° N

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5° N

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° N

Coordinate System: NAD 1983 StatePlane Oregon South FIPS 3602 Feet Projection: Lambert Conformal Conic Datum: North American 1983 False Easting: 4,921,250.0000 False Northing: 0.0000 Central Meridian: -120.5000 Standard Parallel 1: 42.3333 Standard Parallel 2: 44.0000 Latitude Of Origin: 41.6667 Units: Foot US

Derrived from multibeam sonar data collected July 15, 2014 by NWP surveyors.

Survey data corrected to reflect elevation relative to Cougar Dam Project Datum.

To convert an elevation from Cougar Dam Project Datum to NAVD88, add 4.38 feet.

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IDENTIFICATION

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1475 1700

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751475

1500 1500

1650 1650

75 15

122.2365° W122.237° W122.2375° W122.238° W122.2385° W122.239° W122.2395° W122.24° W122.2405° W122.241° W122.2415° W122.242° W122.2425° W122.243° W122.2435° W122.244° W

.12

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7° N

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6° N

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5° N

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G2 ecc jbm

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G2echska Line g2ecdbcw Polygonal Line g2ecdbcw Polygonal Line g2ecdbcw Callout Staging Area C g2ecdbcw Callout Staging Area B g2ecdbcw Callout

CRANE PAD

G2echska Callout Possible Crane Location g2encprk Callout Staging Area A g2encprk Polygon g2encprk Callout PFFC Location g2ecdbcw Information Only g2ecdbcw Callout SPARE ANCHORS AND 'DONUTS' 2X EA NO LONGER AT THIS LOCATION,NOT PART OF THE CONTRACT g2ecdbcw Callout

CRANE PAD

SEE REFERENCE DWG S75

g2encprk Callout

CABLE/CHAIN CONNECTION SEE PHOTO 2

g2encprk Text Box

PHOTO 1 - CRANE PAD

g2encprk

PHOTO 2 - ANCHOR CABLE/CHAIN CONNECTION

PHOTO 3 - APPROXIMATE POSSIBLE LOCATION OF PFFC FOR DEMOLITION

Rectangle

PHOTO 4 - CRANE PAD HEIGHT AT 1527' POOL

Photo 5 - Example of PFFC Located for Gangplank Access

PHOTO 6 - CRANE ON PAD

PHOTO 7 - CRANE PAD AT 1475' POOL

G2ecdbdb

FOR INFORMATION ONLY

PHOTO 8 - SUBMARINE CABLE TERMINATION ENCLOSURE & ANCHORAGE/SUPPORT APPARATUS

g2encprk Rectangle g2encprk Rectangle g2encprk Text Box To remain in place g2encprk Line

Line

PHOTO 9 - SUBMARINE CABLE SUPPORT APPARATUS

PHOTO 10 - SUBMARINE CABLE SUPPORT APPARATUS

PHOTO 11 - J-TUBE SIDE PROFILE

g2encprk

J-Hook To remain in place

D c

B

A

INSERT PTFE

BUSHING

PER NOTE 10

14" DIA.

SCHEDULE 40

STEEL PIPE

GALVANIZED

BACK GOUGE

Et(.~Ai!Yl l52Z'

J-T~.BE :.LEVATION s· ()

SCALE:3/8"·1'

Ya" +/- I "

I. 1'-2"•/ · Ya'' • I

SCALE:H /2" ·1'

(2l f'4" DIA x 3" BOLTS

MK JTC-1

MK JTC·2

(2) Y," DIA

x 3" BOLTS

Ya" THICK

A36 PLATE

SCALE:1 -1/2"·1'

SECTION

0 2'

SCALE'1/2"·1'-0"

4'

INST ALL MK JTC-1 WITH

(4J o/'4"x9%" HIL Tl HAS·R

304 SST ANCHOR RODS.

INST ALL WITH HIL Tl

HIT ·RE 500-SD ADHESIVE,

MIN EMBED 6"

INSERT PTFE

BUSHING

PER NOTE 10

C)

DRAWING PLOT SlZE :ANSI B OAH. ~0 Jll,< t PLOTTED : 1015/2012

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8 ''

1'-11"

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1'-3"

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SCALE:1-1/2"·1'

4 "

<4> 1o/i6" DIA HOLES

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PL Y2"x8"x1'·11" WITH

SEMICIRCLE CUT ·OUT

(4) 13;16"

DIA HOLES

L 8x4xY2"x0'-6" CTYPl

TYP

NOTES:

1. ALL STRUCTURAL STEEL SHALL MEET THE

REQUIREMENTS OF THE ASTM DESIGNATION IN

THE FOLLOWING TABLE :

ANGLES: A36

PLATES/BARS A36

2. ALL ERECTION BOLTS, NUTS &c WASHERS SHALL

BE IN ACCORDANCE WITH ASTM DESIG. A325,

A563 AND F436 RESPECTIVELY.

3. EACH PIECE SHALL BE DIE -ST AMPED WITH Pc Mk BEFORE GALVAN I ZING AND CIRCLED WITH

BLACK INDELIBLE INK AFTER GALVANIZING.

4 . ALL BURRS SHALL BE REMOVED BEFORE

GALVANIZING.

5. HOT DIP GALVANIZE ALL STRUCTURAL STEEL

IN ACCORDANCE WITH ASTM DESIG. A123. ALL

PIECES WARPED OR BENT DURING THE

GALVANIZING PROCESS SHALL BE STRAIGHTENED

BEFORE SHIPMENT. IN NO CASE WILL PIECES

BE ACCEPTED WHICH HAVE BEEN BENT TO

ACCOMMODATE THE GALVANIZING BATH.

6. NOTIFY THE GOVERNMENT'S REPRESENTATIVE

FOR SHOP INSPECTION OF STEEL AFTER

FABRICATION IS COMPLETE AND BEFORE

GALVANIZING.

7. ALL MILD STEEL ERECTION BOLTS, NUTS &c

WASHERS SHALL BE HOT DIP GALVANIZED IN

ACCORDANCE WITH ASTM DESIGNATION A153.

ALL NUTS SHALL BE TAPPED OUT OVERSIZED

PRIOR TO GALVANIZATION, THEN TAPPED TO

CLEAN THREADS AFTER GALVANIZING IN

ACCORDANCE WITH ASTM A563.

8. WELDING OF MEMBERS TO OBTAIN A GIVEN

LENGTH WILL NOT BE ACCEPTED, UNLESS

APPROVED BY THE GOVERNMENT.

9. WELDING OF STEEL SHALL BE IN ACCORDANCE

WITH THE STRUCTURAL WELDING CODE D 1.1 OF

THE AMERICAN WELDING SOCIETY.

10. PRESS FIT PTFE BUSHINGS INTO J· TUBE WITH

ID 2"•1-Ya" GREATER THAN OD OF SUBMARINE

CABLE. FILLET EDGE OF PTFE BUSHING WITH

Y2" RADIUS TOP AND BOTTOM. LENGTH OF

BUSHING SHALL BE 6"•1-1/4" .

11. NUTS AND WASHERS FOR SST ANCHOR RODS

AND SST EYEBOLTS SHALL BE 304 SST.

SHEET NAME: SHEET

US Army Corps of EnglnMrs•

PORTLAND DISTRICT

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PHOTO 12 - LOWERING FCM ONTO FLOATS

PHOTO 13 - FCM PRIOR TO CRANE PICK

PHOTO 14 - CRANE PICK OF FCM