ML21055A156
Text
8 7 6 5 4 3 2 1 1-QA LEVEL io-l QA LEVEL / QA LEVEL QA LEVEL 01..iJ 01..iJ LEGEND gi Q
I-
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oi~
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"- a:: Ill CRUSHED STONE TYPE 21A N OR 22 O f SECURITY FENCE (FOUNDATION SLEEVES BY Ill
{ OF SHEET PILING (SEE NOTES *6 & *7l u
I u LiJ LiJ V, V, t uu LiJ LiJ v,v, CAP STONE 1 2 LAYERS TOTAL 7.5' TliCK
& TOE STONE AND 4.0' TlilCK RESP.
MIN, SIZE 3.0 TONS MAX. SIZE 5.0 TOIIS H u...,~..... E g SHORE BARRIER CONTR.l NN en...-
r-- CX>
_N CX> CX>
507. BY WEIGHT SHALL CONSIST Of PIECES WEIGHING OVER 4 TONS.
~ d o I U) r--
U) z z r--
z Z di ~ tS ....en ,._ 0 0 10 '-O'LENG HOF SHOE B N7900 g
en -~
I 1-1--~
I LO CX>
CX>
LO LiJ 0
0 en LO LiJ 0
en LO LiJ 0
N en Ln LiJ Ln N
en Ln LiJ 0
en LO LiJ 0
LO LiJ 0
U) en LO LiJ 0
en LO LiJ ex, en Ln LiJ en en Ln LiJ 17'-0'
'A' STONE, 2 LAYERS, TOTAL 3.S'TliCK LESS THAN 107. BY WEIGHT UNDER 500 POUNDS LESS TliAN 507. BY WEIGHT UNDER 800 POUNDS ,
LESS THAN l07. BY WEIGHT OVER 2000 POUNDS * '
~ -'-'TO<'--P_O'c".lr~H.!..'.T.!..!.P~IL,e,Ec--'E,e,L,_,.5"-'-7~8-~0'_ __ ~ - EL. 583.0' CRUSHED STONE FILL 0 TOP OF SHEET PILE I1 ' 'B' STONE: 2 LAYERS TOTAL 1.5' TflCK
/---------- .,,--------,TRANSITION SLOPE FROM EL.583.0' EL. 583.0' BY SHORE EL. 583.0' SECT. D-D -
<.D MAX, SIZE - 200 POUNDS N7842
"" /
~ !---- '\
AT E5958.83 TO SECT B-B t} N7800 BARRIER CONTRACTOR NOTE 3)
~
I0'-10' I 10*-o* 5'-0' 30'-0' 22*-
- Fol-.,t-,jt-------ll---""---"----f-----i-..----"=-+----<1-1-<>--""'---"-+,--.t,,H 20'-0' EL. 578.0' TO 573,0' SECT. E-E - I t --
NOT LESS THAN l07. NOR MORE THAN 357.
BY WEIGHT CONSISTING OF PIECES H-r-++-.;::-,L-~c-\---- 0 WEl~G LESS THAN 20 POUNDS N7800 C 40' -0'
~~~~.1~~,~,.
' ' - ~i,
, 0
~
~~ ,- __ SL---'-O_PE_TO_P_OF__:_SH_E_ET_Pl_LE_ __
FROM ELC.578.0' TO EL. 573.0' EL. 590.0' l'-2' 8'-10' 0'-10' N_
t-- ,._
CD
- 0'-10'
-' w--1--t,,,!t-----
w f-EL. 567.0' CRUSHED :
STONE IBARRIER!
MINIMUM 1.0' TliCK MAX. DIAMETER - 6 INCHES
- ~~------"t.:=~ ------f,/-¥ w_.;__,v.l:-" -~ ---5'- EL, 583.()' 0 f-o z: MUST BE REMOVED PRIOR NOT LESS THAN l07. NOR MORE THAN 357.
w TO EXCAVATION AND SHEET BY WEIGHT CONSISTING OF FIIIES WITH SEE NOTE 0 4 /
\
9
~
EL. 573.0' TOP OF PILING
,., ~a~ PILE DRIVING
<.D ALTERNATE, DIAMETERS LESS THAN 3 INCHES CAP STONE, TOE STONE AND A STONE G
TOP OF CAP STONE EL. 583.0' t-1...._/ '
,l-* 573.0' SECTION 0-0 (AS SHOWN) SUBSTITUTED BY CONCRETE Bt.OCKS - 4000l'SI TYPE V CEMENT AIR ENTRAINEO CONCRETE G
'---~~- SLOPE VARIES FROM ) 12 / I I"' XPECTED NORMAL MEAN !SEE SPEC 3071-1761
_!T N7758 TO ) /3 AT N7800 EL.56,,
- MONTHLY LAKE LEVEL SECTION E-E (AS NOTED)
DURING SPRING, 1980 N7700 SEE NOT TOP OF CAP STONE EL 562,0' L. 562.0' EL. 574.4 TYPICAL SHORE BARRIER END it;lt--,1 E AT EL. 572.0' -
'? '.:f' LIMIT OF I I CRU HED STON BARRIER B ST NE EXCAVATION TOE STONE 1"=10'-0" l
' (BARRIER 4'-0' i...~ + NOTE*
CLAY EAL BAC FILL TO B ARING ST ATA RUSHED TONE (BAR IER) BACK ILL TO BEARING TRA TA N7600 0
....... SECTION A-A NEUTRALIZATION N
<X) z_
TANK SEE DRWG
<X)
CD 0::::E 1--
V> _,
l"=I0'-0" ,...,
Lu 6M721-4315 CX>
I ~ ~ oO*
F N7500 N7"'6 et.,
="---!1!E:Jffil--, ~II~ " 0 I-
/ 2 0
0 en LO 0
en LO 0
N en LO 0
en Ln
....en 0
LO 0
U) en LO 0
en LO 0
CX>
en LO 0
en en LO oo o
U) U) o LiJ LiJ F
=
LiJ LiJ LiJ LiJ LiJ LiJ LiJ LiJ LiJ LiJ 11 IA AND 22 30'-0' 33'-0' 8'-2' '-10' t:::l POINT V) "'
- z 0 10'-10' 10'-0' 5'- (l_ OF SHEET PILING 00
- N II 10' 10' l'-2' LINE SHEET IL NG (SEE NOTES 0 6 & *7)
N7400 f-EL.590.G' =-.i.- -++- ©ET 792 II II z: ,._
- u l'-0' 1 II EL. 573.0 NORTH SIDE BOLT IN
'z: '-"* ,_ ' 3'-0' l'-2" l'-10' SOUTH SIDE VARIES "------- EXPANSION ANCHOR 0
u'-" PRES. GRADE SEE NOTE 3 1 2'-0' IN CAP STONE MUST BE REMOVED PRIOR CX: ex:
O Cl .= , I ~
- E=:L'::::58:=3:=.0'::::=----:-\=::::=:==-/~~lljiiiji~
V' LL - ,#
- , / /}9,,,. ",,,, // .L---r--_TO EXCAVATION AND SHEET EL. 580.()' - ~ILE DRIVING EXPECTED NORMAL MEAN
. / // / CUT TO EL~.0- ~ MONTHLY LAKE LEVEL N7300
- --t--1-+l-f---,..+ ~ - - - LOW WATER DATUM EL. 573.()' ZJ,, (SE TE *7) - i__ DURING SPRING, 1980- EL. 574.4' 1 I N,Y.M.T, 570,5' E E EL.570.0' ..7 ' ' LIMIT OF EXCAVATION NOTES:
--~E=L.560.()' =--... CLA FILL SE SEE OTE *1 I. EXCAVATE PEAT AND OTHER UNSUITABLE MATERIAL TO EXPOSE ACCEPTABLE BEARING STRATA PER SPEC. 3071-176,
+ BORINGS INDICATE THIS STRATA AT APPROX. 567'.
N7200 'B' STONE TOE STONE 2. BACKFILL WITH CLAY FILL SEAL OR CRUSHED STONE (BARRIERlPER SECTION A-A.
C USHED STONE EL, 550.0' 3. FILL AREAS BETWEEN BARRIER AND EXISTING SITE FILL WITH CRUSHED STONE TO EL. 583.0FT. A SMOOTH TRANSITION TO THE CAVITIES BETWEEN CAP STONE WHICH ARE BARRIER LARGE ENOUGH TO CONCEAL A PERSON SHALL BOTTOM OF SHEE EXISTING PLANT GRADE IS REQUIRED. CRUSHED STONE SHALL CONFORM TO MOOT STANDARD SPEC. FOR CONSTRUCTION PILING CLASS 21A. PLACED AT 120 PCF IN 12' LAYERS.
BE FILLED WITH 'A' STONE SIZE OR 'B' STONE SIZE MATERIAL. CAVITY FILL AREAS ARE IN A ZONE 4. REAR SEGMENT OF SHORE BARRIER END SHALL BE FILLED WITH ACOMPOSITE OF CAP STONE, 'A' STONE, AND '8' STONE WITH THE FROM THE SECURITY FENCE (E-5925) TO E-5945 HEAVIER STONES ON OUTER LAYERS. THE MATERIAL SHALL BE PLACED IN A MANNER TO PROVIDE A SMOOTH TRANSITION BETWEEN THE AND SHALL BE DETE BY A FIELD SURVEY OF THE SECTION 8-8 HORIZONTAL GRADE AT THE REAR OF THE BARRIER AND THE 3 ON I SLOPE ON THE FLANK, N7100 COMPLETED SHORE ARRIER, FILL MATERIAL IS 1"=10'-0" 5, EXPECTED NORMAL MEAN MONTHLY LAKE LEVEL ANO LOW WATER DATUM ARE IN REFERENCE TO NEW YORK MEAN TIDE (N.Y.M.T.,1935),
CLASSIFIED AS Q,A. LEVEL I. 6. SHEET PILING SHALL BE PZ27 (UNITED STATES STEEL DESIGNATIONl OR EQUAL WITH STEEL BRAND OR GRADE OF ASTM-328 AND MINIMUM
- 5 ml oi.. YIELD POINT OF 38500 PSI.
D A
~
~d 8~
?c
/
2 I/ CL OF SHEET PILING AT (£6000.83')
N 0 0 0 ,...,
0
....en 0 0 0 ,._
0 0 0 en o o*
oo 00
- 7. DRIVE SHEET PILING TO BEDROCK OR A MAXIMUM DEPTH OF EL. 550.0' PRIOR TO EXCAVATION WITH TOP AT EL. 575.0' + AND CUT TO EL. 572.0' AFTER ARMOR UNITS HAVE BEEN PLACED. SHEET PILING LENGTH APPROX. 25'-0' ! .
8, THIS WORK IS GOVERNED BY SPECIFICATION 3071-176 PRIOR TO EXCAVATION, THE GROUND EITHER SIDE OF THE SHEETING D
t I- _ __,tA CX>
CX>
0 en en N en en LO en LO U) en LO en LO CX>
U) U) o MUST BE EXCAVATED TO ELEV. 572'-0'.
N7000
-- LO LiJ LO LiJ LO LiJ LO LiJ Ln LiJ LO LiJ LiJ LiJ LiJ LiJ LiJ LiJ LiJ
- 10. SHEETING MATERIAL 8c INSTALLATION SHALL BE QA LEVEL Ill. SEE SPEC. 3071-176 FOR QA REQUIREMENTS.
USl£D S ONE II T PE 21A OR 22A 20'-0' OF SHEET PILING Lu (SEE NOTE *6 & 0 7)
- z 0
f--- E5867 18'-0' 10' -0' I 10*-o*
V>
a_ ~
- APPROX APPROX E5897 O'-.l-"-0'-...++,.____ --+--+----3,,_,0,___'-__,,0-+'-+----1---...\-f---"-'22,___'-~'--~>----_.f.2JL'~OL'---tH NORTH ARROW CID
<tN u ,._
N6900 - -
CD APPR TOP OF CAP STONE AT D~ O wJ l'-0' EL. 583.0' "1 '\ g, f- e- <C O 2'-0' ST E C+ f"s I/
,,,-; 0 C ONDUIT DUCT 1'-2'
~S=EE"--'--"NO~T=E-*~4_:-_-_-_-_-_~1J.-ll;[l\.~j--frlv7"=-t B_ci r--
'] en r--
CD
---5'- BY OTHERS NO 31 3'-0' l'-2"
--..i--1+'-10' SIIDRE BARRIER ISEEEIURllEDVIEWI
- ....9-
_J ol. EXPECTED NORMAL MEAN C B LW EL. 583.0' MONTHLY LAKE LEVEL C
- --~-=
N6800 N6792 1 u1"tflclJ~::d*
µ ~R'7~-N*~~
'\ TOP OF SHT. ILE EL. 579.0'
- DURING SPRING,1980-EL.574.4' UICE £R£ PARTIAL PLAN I" -8'-0' RAD. EL. 573.0'.
I I I "-._ SLOPE VARIES FROM J2 AT 65'-0 TOP OF SHT .PILING EL. 583.0' N6842 TO J3 AT N6800 II' - ' TOE STONE EL.564.58' CLA FILL SE r--i LIMIT OF 51'-0" ~
-"'-------l-.i.-'--"---<l,ll--++,t------1~~-- 16'-0' CX: (/') EXCAVATION EL. 583.0' ~ D ~ EL. 583 TO 579 8'-0' oa:
- rW a_
<(
T 6C721-40
~
- rl~
... PROVIDE WALER W8 X 31 6'-0' S *
>- _J f- LATEST REVISION "N"
~~--+-1+------f-'--'-'-"--'-'--=------"-='"'---.'"-"-'"--"'----
- © EL. 572.0' AS SHOWN 0 'C 0 0
en 0
0 SECTION C-C Ln LiJ ... -
U)
LiJ TYPICAL SHORE BARRIER SECTION 11"=10'-0'l B B THIS IS AN IGDS PRODUCED DRAWING.
ANY CHANGES OR REVISIONS TO THIS DRAWING MUST BE BROUGHT TO THE ATTENTION OF THE IGDS COORDINATOR TO ENSURE THAT THE IGDS FILE IS UPDATED.
SHORE BARRIER PLAN THIS DRAWING WAS REFORMATED BY INC.CODE Detroit Edison Fermi 2 1"=50'-0" IGDS AT REVISION 'N'.ALL PREVIOUS APPROVAL SIGNATURES ARE ON FILE ON MICROFILM IN DOCUMENT NUCLEAR SAFETY RELATED u TITLE CONTROL. D SHORE BARRIER APPROVAL DATE PLAN AND SECTIONS A
E B OAT£ C
- ARCH-ClV L OOCUf'tENT TYPE CODE DDDACs l'IUC OPS PILI! NO. ~T& ISSUED TO IS 1081 (_ (j ,
- CH'K BY DRAWING NUMBER 6 C7 21 - 4 0 AEV. N 8 7 6 5 4 3 2 QSA2,[45JOOJ6C40.DGtJ 1 _J