ML20268A392

5 to Updated Final Safety Analysis Report, Chapter 2, Drawing 469001-1, Rev. 3

ML20268A392
Person / Time
Site:	Diablo Canyon
Issue date:	06/30/2020
From:	Pacific Gas & Electric Co
To:	Office of Nuclear Reactor Regulation
Shared Package
ML20268B299	List: DCL-20-075, 5 to Updated Final Safety Analysis Report, Chapter 7, Drawing 441313, Sheet 1, Rev. 37, Electrical Schematic Diagram Containment Fan Coolers ML20268A349 ML20268A350 ML20268A351 ML20268A352 ML20268A353 ML20268A354 ML20268A355 ML20268A360 ML20268A361 ML20268A362 ML20268A363 ML20268A364 ML20268A365 ML20268A366 ML20268A367 ML20268A369 ML20268A370 ML20268A372 ML20268A373 ML20268A374 ML20268A375 ML20268A376 ML20268A377 ML20268A378 ML20268A379 ML20268A380 ML20268A381 ML20268A382 ML20268A383 ML20268A384 ML20268A385 ML20268A386 ML20268A387 ML20268A388 ML20268A389 ML20268A390 ML20268A391 ML20268A392 ML20268A393 ML20268A394 ML20268A395 ML20268A396 ML20268A397 ML20268A398 ML20268A399 ML20268A400 ML20268A401 ML20268A402 ML20268A403 ... further results
References
DCL-20-075
Download: ML20268A392 (1)

Text

1

+20 MLLW E

-20

-40

-60

+20 D

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B 1147000 POI.II A

• ,..... (..... 7*7*l PRIJ<Ta>-Dl*ro-1oaG,10Ci.&A-IKTP,.-*0UT 2

3 SEA SIDE

-Oamaged Profile New pumped concrete embedment of Trlbars at toe of slope.

SECTION C-C Fil,- 508 Cu Ft Tribors for smoolh transttion of p-aflle at edge of 296 Cu Ft pieces.

4 New pu"'l)ed concrete embedment of Tribars at toe of slope.

WITH DAMAGED PROFILE As OF MARCH-MAY 1981

!5 Damaged Profile 6

-j e' ~13'----j I +20' SECTION B-B 8"

WITH DAMAGED PROFILE As OF MARCH-MAY 1981 Pumped concrete embedment of Tribcrs at toe of slope shall be occon1)1ished at earliest feasible lime ofter approval of Tribor placement at the roe.

SECTION A 3

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~-- Damaged Profile 7

Find edge of intact Tribar pattern, by removal of rubble,

/before placement of ab.Jtt1ng new 508 Cu Ft pieces.

REMOVE STONE 8 CONCRETE RUBBLE I

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I New pumped concrefe embedment of Tribars at toe of slope. \\

SECTION D 9

BASIN SIDE

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10

+20 MLLW

-20

-40

+20 MLLW

-20

-40 WITH DAMAGED PROFILE AS OF MARCH-MAY 1981 EAST BREAKWATER TOE EMBEDMENT-ROOT TO 10+32.60 E r** -.

+

LOCATION OF SECTIONS AND LAYOUT OF EMBEDMENT RIBS Datum is Mean Lower Low Water

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F'O,e A'c>*;>,tJI~, -ro 1.e,e,~ iUCON5TJZUCnON OF Wf::'>T ~KWATS!c:,.:;;e1:: &,~:P:e,- I 1HiW JO, LLIJ

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RESTORATION OF WEST BREAKWATER El IMPROVEMENTS AT DIABLO CANYON INTAKE BASIN

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RESTORED CROSS-SECTIONS AND EMBEDMENT PLAN SPFCIFICATION "JO 6946 OMAR J. LILLEVANG CO'\\ISUL TING ENGINEER 13601 Wh1tl1er Blvd ED GM 54 UP\\/. Y OJM GN.

N.

Checked Revised Dote Number d Eeg.ce~

5/ 14/82 PGE-05-0586 UNITS I 8 2 MICROFILM BILL OF MATL CIVIL

---

* -------1 RESTORED CROSS SECTIONS 8 EMBEDMENT PLAN i-=0~W~G~L=tsT~--------I BREAKWATERS-RESTORATION 8 IMPROVEMENTS SUPSDS SUPSD BY l'OU>

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-N ACCEPTED FOR CONSTRUCT/ N 6946 DIABLO CANYON SHEET NO

SHEETS -

DEPARTMENT OF ENGINEERING DESCRIPTION GM/SPEC OWN.

CHKD, SUPV, APVO. BY NO.

DATE DESCRIPTION GM/SPEC OWN.

CHKD. SUPV.

APVD. BY DESCRIPTION

-/SPEC OWN.

CHKO PACIFIC GAS AND ELECTRIC COMPANY 46900 I 3v. -~

REVISIONS 01v1-:;..

,c SAN FRANCISCO, CALIFORNIA.

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