ADVERTISE_FIO_PLANS_JD_PH_ANC_Roof_Replacement.pdf

G2ECDBJF

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NOTES:

1. SEE G-001 FOR GENERAL NOTES

2. REFER TO SPECIFICATION SECTION 01 11 00.00 25 FOR GOVERNMENT PROVIDED LINES.

3. LINES 39, 43, 44, 45, 46, 48, 52, 53, 54, 55, 56, 57, 58, 59, 60 WERE RESTRUNG IN PHASE I AND WILL NOT BE RESTRUNG FOR PHASE

II.

4. REFER TO MO500 FOR WIRE ROPE SLING ASSEMBLY AND DETAILS.

5. "AVIAN LINE FACTORY CUT LENGTH" SHALL BE THE LENGTH OF UNSPLICED VECTRAN ROPE, GOVERNMENT PROVIDED.

SEE NOTE 5

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FLOW OF WATER

TAILRACE

JOHN DAY

4. SEE G-003 FOR LINE LENGTHS AND DETAILS.

3. LINES HIGHLIGHTED IN GREEN WILL BE INSTALLED FOR PHASE II.

PHASE II.

2. LINES HIGHLIGHTED IN ORANGE WERE INSTALLED FOR PHASE I AND WILL NOT BE INSTALLED FOR

1. LINES 1 TO 3 (HIGHLIGHTED IN RED) ARE NOT INSTALLED AND WILL NOT BE INSTALLED FOR PHASE II.

NOTES:

NTS

FULL AVIAN ARRAY PLAN VIEW

SCALE:

SEE NOTE 1

FOR ACCURATE LOCATIONS REFER TO FOI

EXACT LOCATION OF PENINSULA TOWERS.

PLAN VIEW DOES NOT SHOW

DRAWING PACKETS

B C

O E

S

SPILLWAY

LINES 59 TO 79

POWERHOUSE

LINES 80 - 128

NO POWERHOUSE

LINES WILL

BE INSTALLED

FOR PHASE II

PENINSULA

LINES 4 - 37

NAVIGATION

LOCK

LINES 38 - 58

CARRIER

LINES

SEE NOTE 2

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BORDER VERSION UPDATE [11-2015]

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

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BORDER VERSION UPDATE [11-2015]

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EXISTING PLAN VIEW - OREGON SHORE

SCALE: NTS

5. SEE G-003 FOR LINE LENGTHS AND DETAILS.

4. LINES HIGHLIGHTED IN GREEN SHALL BE REINSTALLED FOR PHASE II.

SHALL BE PERFORMED FOR PHASE II.

3. LINES HIGHLIGHTED IN ORANGE WERE INSTALLED FOR PHASE I. NO MODIFICATIONS

FOR PHASE II.

2. LINES 1-3 (HIGHLIGHTED IN RED) ARE NOT INSTALLED AND SHALL NOT BE INSTALLED

1. SEE G-001 FOR GENERAL NOTES.

NOTES:

EE

WE

'00.691 W"55'41°16S

S

'54.092 W"40'13°98S

LINE 79

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DETAIL

SCALE:2 NTS

SCALE:

OREGON SHORE - EE TOWER

AVIAN LINES - 91 TO 128

NTS

KEEP EXISTING JAW END FITTING

AND DAMPER CLEVIS

SCALE:

CARRIER LINE - WE TO EE TOWER

LINES 80 TO 90

NTS

REPLACE EXISTING

SHACKLE WITH NEW

3/4" GALV SHACKLE

CROSBY PN G-2130

OR APPROVED EQUAL.

1 - 1/8"GALV WIRE ROPE CLAMPS.

CROSBY PN G-450 1 1/8" OR

APPROVED EQUAL. TYP 2

WE - EE CARRIER LINE

NEW 7/64"

VECTRAN ROPE

SEE NOTE 2

REPLACE OLD THIMBLE

WITH NEW 7/64" SS THIMBLE.

SEE MO500 FOR DETAILS

NOTES:

1. SEE G-001 FOR GENERAL NOTES.

2. REFER TO SPECIFICATION SECTION 01 11 00.00 25 FOR LINES THAT WILL BE GOVERNMENT

SUPPLIED. LINES SHALL BE SPLICED ONLY BY THOSE PERSONNEL WHO HAVE MET THE

REQUIREMENTS FOR FIELD SPLICES AS INDICATED IN SPEC SECTION 13 10 11.00 25.

3. CONTRACTOR SHALL REUSE EXISTING JAW END FITTING AND DAMPER CLEVIS AT CONNECTIONS.

REFER TO MO500 FOR NEW VIBRATIONAL ISOLATOR OR APPROVED EQUAL.

DETAIL

SCALE:1 NTS

REPLACE WITH 7/64"

VECTRAN ROPE

REPLACE WITH

7/64" VECTRAN ROPE.

SEE G-003 FOR LINE

LENGTHS AND DETAILS.

REFER TO FIO DRAWINGS FOR

FOUNDATION, TOWER AND

CONNECTION DETAILS.

SEE G-001

REFER TO FIO DRAWINGS FOR

DAMPER CLEVIS DIMENSIONS.

SEE G-001

REPLACE EXISTING

VIBRATIONAL ISOLATOR

WITH NEW VIBRATIONAL

ISOLATOR. SEE MO500

FOR VIBRATIONAL

ISOLATOR DETAILS.

SCALE:

WE & EE TOWER- DAMPER CLEVIS CONNECTION ASSEMBLY

NTS

SEE NOTE 3

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SCALE:

POWERHOUSE LINES

TYP - LINES 80 TO 128

NTS

NOTES:

1. SEE G-001 FOR GENERAL NOTES.

2. REFER TO SPECIFICATION SECTION 01 11 00.00 25 FOR LINES THAT WILL BE GOVERNMENT FURNISHED. LINES SHALL BE SPLICED ONLY BY THOSE PERSONNEL WHO HAVE MET THE REQUIREMENTS FOR FIELD SPLICES AS INDICATED IN SPEC

SECTION 13 10 11.00 25.

3. QUANTITY SHOWN IS PER LINE. CONTRACTOR SHALL PROCURE ITEMS FOR ALL CONNECTION POINTS ALONG THE

POWERHOUSE (LINES 80-128).

3. REFER TO FOI PACKET FOR POWERHOUSE CONNECTION AS-BUILTS. SEE G-001.

DETAIL

SCALE:1 NTS

BILL OF MATERIALS

ITEM QTY PART DESCRIPTION

1 1 PARAPET WALL

2 1 ANSI B18.22.1 - 3/4 -10 UNC - 2 HEX BOLT UNC (REGULAR THREAD) INCH WITH

CORRESPONDING TYPE B WASHER

3 FORMED CLEVIS BASE, 1/2" PLATE KEEP EXISTING

4 FORMED CLEVIS, 1/2" PLATE KEEP EXISTING

5 2 ANSI/ASME B18.2.1 - 5/8 - 11 UNC - 1.75 HEX BOLT - UNC (REGULAR THREAD - INCH)

6 2 ANSI B18.2.2 - 5/8 - 11 HEX NUT (INCH SERIES) HEX NUT

7 1 KINETICS PN RQ-525 C RQ VIBRATIONAL ISOLATOR. SEE MO500 FOR

ASSEMBLY DETAILS

8 1 WIRE ROPE SLING ASSEMBLY SEE MO500 FOR DETAILS. SEE G-003 FOR WIRE ROPE

SLING LENGTH

9 2 ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.25 HEX BOLT - UNC (REGULAR THREAD - INCH)

10 2 ANSI B18.2.1 - 1/2 - 13 HEX NUT (INCH SERIES)

7/64" VECTRAN ROPE

SEE SPECIFICATION SECTION

13 10 11.00 25

PARAPET WALL NOT TO SCALE.

FOR REFERENCE ONLY

KEEP EXISTING JAW END FITTING.

SEE NOTE 3

POWERHOUSE PARAPET WALL

SCALE:

POWERHOUSE LINE CONNECTION

SIDE ELEVATION VIEW

NTS

CORPS OF ENGINEERS

TERMINAL BLOCKOUT SAME--

AS FOR TURBINE VACUUM

BREAKER SEE JDP-1-3-8/4

EL. 313.5-r_/1¥~.i===~I -~----v'.: I .

I I I I

-3" I, I c-

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JDP-1-3-8/20

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JDP-1-3-8/20

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4" - "'

4.

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24"

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SEE JDP-1-3-8/19

4 • •

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17'-6" - .. FROM ASS'M. BAY

JDP-1-3-8/21 I

I,- EL. 251

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SUMP VENTS-SEE

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<t EL. 205.17 _J 6" FROM

ASS'M BAY

UTILITY CABINET

SEE JDP-1-3-8/8 ..

Ll 4

JDP-1-3-8/23

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GALLERY

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3" TRANSFORMER COOLING

WATER DISCHARGE---

8"

6 / .. / EL. 185

3"

~ .. WATER LEVEL~~ .

SENSING LINES \ -~~- ...

JDP-1-3-8/25 /

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GALLERY

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I/ SUMP DISCHARGE

<t EL. 147.25

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, <I JDP-1-3-8f27 : :

11'-3" ., ". '-( / G

.. _,gpo 3.. • : :

.. ~EL. VARIES

,-EL. 126.5 / n 11

I I

,.A\\<

' \ G 6" DRAIN SLEEVE _\,

r2o1\Ao ·.. q @l q " . f?72\ ID" ',.., I I ~ 252 SUMP VENT ' /; ~· . ·a, - .. , v. ,,-EL 130. I I I

L~L_':':::_'':"_-C-_-_l__-t-;2~==·~r::'"'~-~t ~·=j:::;~'':'",~~~o.,~--',.l' +--l. f--J._-"_ - - - - - - -1

- - - - _J ~,,/ FREIGHT ELEVATOR SHAFT :< AUX. WATER / EL. 128 · :, Y'i

SUPPLY .ti A t n I r ""N--+-"'""+ CONDUIT < . Ll ~ •. . ~· • 1-.,;•T.<!....'EL-;~~~5-'.-'13~c-,,_ .. _ .. -'!'.>.<j-;;::8~"+-4'~4 .. _.+--~8::!" -!, ,.. ~ -3=- - - J ----~•'_ .. _EL. 123.5

, / 2· 6" I , ' , I\ A 1 I\ /$--~----+-....... <l1Jl----j ( ' 2' -6" ' L.6._'\, J I A

I I Ll4

I I I I I I I I I I I I r--. """-l

OUTLINE OF DRAINAGE TUNNEL I :

6" DIFFUSION CHAMBER .. ,,...,..

DRAIN-SEE SEC. A-A, ,,,,

JDP-1-3-8/27 _,,,,

,/ EL. 111.5

L_i_'{ ~~ .. 118

63 4·-~· "-:0-< "--4· FISH TURfNE PE~STOCK DRAIN

~ "11 ~v~-Y," SUMP BUBBLER PIPING-SEE JOP-1-3-8/28

IN GENERATOR BAYS _____ ___, I

: , . EL 110.5

GENERATOR

1 .A

8" UNWATERING SUMP 11

FLOATWELL-SEE I I

JDP-1-3-8/28---~ll

11 5·-0· 5' o" D D

I .. ..1 trj_J

12" DRAINAGE GALLERY DRAIN I I

IN PIER P-1 SEE JDP-1-3-8/27--- ~I

I V1 : 11 ~ ......... • I\ \ 1 I I

. 4 DRAINAGE SUMP ~ 1 \ I I

q Ll

9'ro"

11'--+--I

@.s ... IL ci §07 ;c \ \ ! I 11

·..... . JDP-1-3-8/27 .. W

LI', I _, q 1·11o., 18" . \ il \ \ f !~, ---+-.1rt... - ··, .... '~·~"·~· ~Ll~=J:~~~~,+---- - - --+I ,I -+--+'l .. ll"'-:;;-~1·f..F·=c..,--';1o. ___ ~~ . - --£/ - <t EL. 88.50 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = l = = = = L = = ~ Ji.- INV. EL. 89.10

BAY DRAINAGE TUNNEL -L -IS" ~-~--1~~1 ---j--'L_..j..Q'...2~5,-',,l _ _r--r---,.-4{~-----------------------------------7!( ,;l/::-..:s; .. ~W,~------------_, i •• ""'- __ -+------ __ -+--+---- __ -----+- \J <.I DRAINAGE TUNNEL ~ "'

EL. 83.5

/ A - TO SUMP s TAT I 0 N s E R v I c E BA y

/ Ll <t A 4 .... EL. 80.0D EL. 79&.00 • Ll - ---4=~;==,~--=-; - ,,_ _.. < SCALE o/.j,"'~1 '-0" s /I/ 0· I 6'-o" i ' ,,_ . I 7 I

..,,./ ""-ATSTA.19+62

I// 18'-0" ENTERING ;

· THE SUMP

1 <

I 0 FISH TURBINE UNWATERING HEADER 4 '

I

_ .... ,,..-EL. 55

UNWATERING SUMP A

GENERATOR

A '---~---,---11.=,.L----""'-.... _ .. -=:-_E_L_._3_D. __ _.,J .1 . Q ,t,.

U.S. ARMY

PART ~ MAT'L QUAN.

8/17-4 GALV. STL

6 GALV. STL

7 GALV. STL

8 GALV. STL

11 GALV. STL

14 C.I.

20 PLASTIC

25 GALV. STL.

30 C.I.

32 C.I.

47 C.I.

171 PLASTIC

172 PLASTIC

176 PLASTIC

179 PLASTIC

251 STEEL

252 STEEL

264 STEEL

307 IBBT

307S IBBT

LIST OF MATERIAL

DESCRIPTION

PIPE 3" AND LARGER SCHEDULE 20

PIPE 12" AND LARGER STAMDARD

PIPE 3" AND LARGER SCHEDULE 40

PIPE 3" AND LARGER SCHEDULE 80

PIPE 3" AND LARGER SCHEDULE 40

SOIL PIPE HUB AND SPIGOT EX. HYY.

PIPE ALL SIZES HIGH IMPACT SCHEDULE 40 PVC

PIPE 12" AND LARGER EXTRA STRONG

BEND, Y," SHORT SWEEP EX. HYY.

BEND, )(, EX. HYY.

DOUBLE HUB EX. HYY.

45' ELBOW, SOCKET TYPE HIGH IMPACT PVC

90' LONG ELBOW, SOCKET TYPE HIGH IMPACT PVC

45' Y BRANCH, SOCKET TYPE HIGH IMPACT PVC

INCREASER BUSHING, SOCKET TYPE HIGH IMPACT PVC

ELBOW, 90' LONG RADIUS WELDING 150 PSI

ELBOW, 90' LONG RADIUS WELDING 150 PSI

FLANGE, SLIP ON WELDING 150 PSI

VALVE, FLAP, HUB INLET ZURN Z-1091 OR EQUAL

VALVE, FLAP, FLANGED INLET ZURN Z-1092 OR EQUAL

BID

ITEM

&3 r---1_6+-_B_RAS_s___, ___ --+-_P_IP_E_._1_.P_.s_. ____________ ST_A_N_DA_R_D ______ +-_62___, & 201A BRONZE PIEZOMETER FLANGE, DETAIL "B'' 8/15 62

REFERENCE

& JDP-1-3-8/1

JDP-1-3-8/8

JDP-1-3-8/18

JDP-1-3-8/20

JDP-1-3-8/21

JDP-1-3-8/23

JDP-1-3-8/25

JDP-1-3-8/27

JOP-1-3-8/28

JDP-1-3-8/4

JDP-1-2-0/5

JOP-1-3-8/19

NOTES:

DRAWINGS:

TYPICAL DETAILS SHEET NO. I

GENERATOR BAYS SECTIONS & DETAILS

STATION SERVICE BAY ROOF PLAN

STATION SERVICE BAY PLAN-ELEVS. 265, 281 & ROOF

STATION SERVICE BAY PLAN-ELEVS. 207, 229 & 251

STATION SERVICE BAY PLAN-ELEVS. 185

STATION SERVICE BAY PLAN-ELEVS. 154 & 168.5

STATION SERVICE BAY PLAN-ELEVS. 91.5 & 128

STATION SERVICE BAY SETCTIONS EL. 128

GENERATOR BAY TRANSVERSE SECT. & DETAILS

ROOF DRAIN DETAILS

MISC. ROOF SECTIONS

I. FOR GENERAL NOTES SEE JDP-1-3-8/1

2. SEE REFERENCE DRAWINGS FOR PART NUMBERS NOT SHOWN.

23 JUN 15 ADDED lj" COPPER PIPE FROM EL. 251 TO 229 FOR NEW SINK DRAIN

Is\ 13 JUL 79

21 NOV. 68

30 APR. 64

4 MAR. 64

15 JAN 64

ADDED LOCATIONS

AS CONSTRUCTED

CONCRETE OUTLINE CHANGED. EXPANSION JOINT

ELIMINATED. NOTE 3 REMOVED.

EL. CHANGE UNWATERING HEADER

SENSING LINE ELEVATIONS CHANGED. VALVE ADDED

/3\ 30 OCT. 63 WATER LEVEL SENSING LINES AND PART NO. 201A ADDED TO MAT'L LIST.

/2\ 18 SEPT. 63 TRANSFORMER COOLING WATER DISCHARGE LINE REROUTED.

FLOATWELL REMOVED

11\ 21 JUNE 63 FISH TURBINE PENSTOCK DRAIN LINE ADDED

REVISKlfJ DATE

DESIGNED BY .. . . ~-~~ ..

TMA DRAWN BY ......... Ti';f i •••

CHECKED BY: .. LBF

PREPARED:

HEAD, MECHANICAL SECTION

DESCRIPTION

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND. OREGON

JOHN DAY LOCK AND DAM

COLUMBIA RIVER, WASHINGTON AND OREGON

POWERHOUSE

EMBEDDED PIPING

STATION SERVICE BAY

TRANSVERSE SECTION

PJH

APPROVED: FOR DIV. ENGINEER DATE 2.9 .. AP.R ... 93 ...

AS CONSTRUCTED r---------------------j .................................................................. ''

SUBMITTED· CHIEF, ENGINEERING DIVISION

SHEET 37

HYDRO ELECTRIC DESIGN BRANCH, NPD SCALE AS SHOWN I SPEC. NO. -- -- 63~~7

CHIEF, HYDRO ElECTRIC DESIGN BRANCH

VOL IV

JDP-1-3-8/17

DATE 1.968 .... NQV. .. 21 .... BY .. INV. NO.-CIVENG 45-164-63-57

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