Amendment 0001 revised plans and drawings.pdf

GRID SPACE DETAIL IS LOCATED

SHEET ID, DETAIL IS ON

DETAIL CALL OUT

NOTES SPECIFIC TO THIS TITLE

SHEET ID THE DETAIL OR SECTION IS BEING CALLED FROM

LOCATION ON THE GRID THE TITLE ITEM IS

TEXT SCALE

TITLE OF DETAIL, PLAN OR SECTION

GRAPHIC SCALE

NORTH ARROW OF TITLE ITEM

PAPER NORTH

TRUE NORTH

GRID SPACE SECTION IS LOCATED

SHEET ID, SECTION IS ON SECTION CALL OUT

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LOADING ON SPILLWAY WALKWAY SHALL NOT EXCEED 90 PSF.14.

SHEET SS502 FOR STOPLOG REQUIREMENTS.

GRATING OVER SLUICEWAY STOPLOG RECESSES IS REMOVABLE. SEE 13.

IN AREAS OF THE SLUICEWAY INACCESSIBLE TO GOVERNMENT PERSONNEL.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEBRIS AND ICE REMOVAL 12.

POLES DURING CONSTRUCTION.

CONTRACTOR IS REQUIRED TO PROTECT ALL EXISTING LIGHTS AND LIGHT 11.

BENCHMARKS AFFECTED BY THE WORK TO ORIGINAL LOCATIONS.

10. CONTRACTOR IS REQUIRED TO RE-ESTABLISH ALL EXISTING BRASS

DOWNSTREAM.

ORIENTATION FOR "LEFT" AND "RIGHT" VERBIAGE ASSUMES LOOKING 9.

COMPLETE THE REQUIRED WORK.

DISCREPANCIES FROM PLANS WHICH EFFECT QUANTITIES OR EFFORT TO

SHALL VERIFY EXISTING DIMENSIONS AND NOTIFY COR OF ANY

DIMENSIONS SHOWN ARE FROM PROPOSED DRAWINGS. CONTRACTOR

AS-BUILTS FROM THE 1939 AND 1940 CONSTRUCTION ARE NOT AVAILABLE. 8.

LOCATION UPON COMPLETION OF WORK.

VISIBLE TO USERS OF THE RIVER AND BE REINSTALLED IN ORGINIAL

FACILITATE CONSTRUCTION, HOWEVER SIGNS ARE REQUIRED TO REMAIN

CONSTRUCTION. IF NECESSARY, CONTRACTOR MAY RELOCATE SIGNAGE TO

RELATED TO DAM SAFETY AND LEAVE IN PLACE FOR DURATION OF

THE CONTRACTOR IS REQUIRED TO PROTECT ALL EXISTING SIGNAGE 7.

DISTURBED.

THOSE UTILITIES NOT REQUIRING TEMPORARY RELOCATION WILL NOT BE

AND SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT

THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO STARTING WORK 6.

ELEVATIONS ARE REFERENCED TO NAVD 88.5.

ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED AS REQUIRED (REQ'D).4.

STEEL HANDRAILS AT APPLETON UPPER.

OPTION 2 WORK INCLUDES REMOVAL AND REPLACEMENT OF GALVANIZED 3.

STEEL HANDRAILS AT APPLETON LOWER.

OPTION 1 WORK INCLUDES REMOVAL AND REPLACEMENT OF GALVANIZED 2.

TUCK POINTING AND STEAM HOUSE REMOVAL.

MISCELLANEOUS REPAIRS AT APPLETON LOWER SUCH AS MASONRY WALL

STOPLOGS, REPAIR OF BEDROCK DELAMINATION AT APPLETON UPPER, AND

FLASHBOARDS AT EACH DAM AND REPLACEMENT WITH COMPOSITE

LOWER, REMOVAL OF APPROXIMATELY 50 FEET OF 3-FOOT HIGH

INSTALLATION OF ONE NEW STEEL SPILLWAY WALKWAY SPAN AT APPLETON

SPILLWAY WALKWAY SPANS AT APPLETON LOWER, FABRICATION AND

9 STEEL SPILLWAY WALKWAY SPANS AT APPLETON UPPER AND 5 STEEL

CONCRETE REPAIRS AT SLUICEWAY PIERS, REMOVAL AND REPLACEMENT OF

LOWER, REPLACEMENT OF SIDE SEALS AT 5 GATES AT APPLETON LOWER,

SEAL PLATES AT 8 GATES AT APPLETON UPPER AND 4 GATES AT APPLETON

FABRICATION AND INSTALLATION OF STAINLESS STEEL EMBEDDED SIDE

SANDBLASTING AND REPAINTING OF 5 TAINTER GATES AT APPLETON LOWER,

UPPER AND 4 TAINTER GATES AND TRUNNION PINS AT APPLETON LOWER,

REPLACEMENT OF 8 TAINTER GATES AND TRUNNION PINS AT APPLETON

BASE CONTRACT WORK INCLUDES BUT IS NOT LIMITED TO: REMOVAL AND 1.

GENERAL NOTES

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TOE OF SPILLWAY

TOP OF SPILLWAY

WALKWAY OVER SPILLWAY

HOIST HOUSE

STONE WALL

REMOVED AND REPLACED

EXISTING GATES 6, 7, 8 & 9 TO BE

REMOVED & REPLACED

EXISTING (5) SPILLWAY WALKWAYS TO BE

CONCRETE WALL

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CONCRETE WALL

CONCRETE WALL

CAISSON #2, EXISTING TREES TO BE REMOVED

CAISSON #1, EXISTING TREES TO BE REMOVED

CAISSON #3, NO WORK

CAISSON #4 (NOT SHOWN), NO WORK

FOR CLARITY

REPLACED, NOT SHOWN

REMOVED AND

EXISTING FENCE TO BE

STEAM HOUSE, TO BE REMOVED AND DISPOSED OF

REMOVED AND REPLACED

EXISTING PIERS 10, 11, 12, 13 & 14 TO BE

AND REPLACED WITH STOPLOGS

EXISTING FLASHBOARDS TO BE REMOVED

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RIPRAP

RECOATED & SIDE SEALS TO BE REPLACED

EXISTING GATES 1, 2, 3, 4 & 5 TO BE

EXISTING LIMESTONE ABUTMENT, TO BE REPAIRED

TO BE REPAIRED

EXISTING LIMESTONE ABUTMENT

TO BE REPAIRED

EXISTING LIMESTONE WALL

REMOVED (OPTION 1)

REPAIRED (BASE) , HAND RAILS TO BE

EXISTING PIERS 1, 2, 3, 4, 5, 6, 7, 8 & 9 TO BE

FOR GRADING REQUIREMENTS

apldike15cvf101.PDF AND SPEC SECTION 02 13 90

REFER TO REFERENCE DRAWING

REMOVED, AREA OF STOCKPILE APPROX 15'X30',

STOCKPILED TOPSOIL TO BE GRADED OR

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SEE SD301 FOR LIMESTONE ABUTMENT REPAIRS.4.

SEE PHOTO E3/V-900 FOR FENCE TO BE REMOVED.3.

SEE F4/SC510 FOR GATES 1-5 SIDE SEAL REPLACEMENT.2.

SEE SPEC SECTION 09 97 02 FOR GATE COATING REQUIREMENTS.1.

GENERAL SHEET NOTES

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ABUTMENT

CONCRETE PIER OR

EDGE OF REQ'D

AND BASE PLATE, SEE NOTE 1

REQ'D S.S. STOPLOG GUIDE

SEE NOTE 4

SEE NOTE 1

REQ'D S.S. SILL PLATE BETWEEN GUIDES,

CREST LINE

JOINT

CONCRETE SPILLWAY

REQ'D BRIDGE GIRDER

REQ'D S.S. STOPLOG GUIDE

REQ'D S.S. BASE PLATE

GALV PIPE, TO BE FILLED WITH GROUT

EXISTING 1 1/2" DIA X 1'-3" LONG, STD

REQ'D S.S. STOPLOG GUIDE

EXISTING PIPE INSERTS

STOPLOGS, CENTERED OVER

REQ'D COMPOSITE

EXISTING STEEL L 4X4X3/8"

ALL 4 CORNERS

REQ'D SIDE SEAL TYP

REQ'D LIFTING BARS

6"

RECESS

EXISTING STOPLOG

REQ'D S.S. SILL PLATE

REQ'D INVERT SEAL

STEEL STOPLOGS

REQ'D GALVANIZED

STOPLOG

REQ'D GALVANIZED STEEL

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SCALE: 1 1/2" = 1' 1' 2'0 6"

N

STOPLOG SPILLWAY SECTIONBASE PLATE CONNECTION

WELDED S.S. CONNECTIONS SHALL CONFORM TO A.W.S D1.6.6.

REQUIREMENTS.

SEE SPEC SECTION 35 20 15 FOR SPILLWAY STOPLOG AND STOPLOG GUIDE 5.

SIZED SUCH THAT THE WEIGHT OF STOPLOGS DOES NOT EXCEED 800 LBS.

SPILLWAY STOPLOG GUIDES SHALL BE SPACED AND STOPLOGS SHALL BE 4.

DESIGN COMPRESSIVE STRENGTH OF NEW PIERS IS 4,000 PSI.3.

BE 3,000 PSI FOR DESIGN OF ANCHORS.

ABUTMENT MAY BE IN EXCESS OF 10,000 PSI BUT SHOULD BE ASSUMED TO

COMPRESSIVE STRENGTH OF EXISTING SPILLWAY AND EXISTING CONCRETE 2.

CLOSURE AT THE PIERS OR ABUTMENTS.

TO THE STONE ABUTMENT. GROUT MAY BE USED TO ENSURE POSITIVE

ANCHORED TO THE CONCRETE. STOPLOG GUIDES SHALL NOT BE ATTACHED

GUIDES ADJACENT TO CONCRETE PIERS OR CONCRETE ABUTMENT MAY BE

SPILLWAY AS RECOMMENDED BY THE STOPLOG MANUFACTURER. STOPLOG

SILL PLATE AND STOPLOG GUIDE BASE PLATES TO BE ANCHORED TO THE 1.

GENERAL SHEET NOTES

POSITIVE BEARING OF BASE PLATE ON CONCRETE SPILLWAY.

BASE PLATE TO BE SHIMMED AS NECESSARY TO ENSURE1.

NOTE:

SPILLWAY STOPLOG PLAN

20'-0" EDGE TO EDGE OF PIER FACE

F1

SCALE: 1 1/2" = 1'

SLUICEWAY STOPLOG

1' 2'0 6"

C1

SCALE: 3" = 1'

SLUICEWAY STOPLOG SECTION

6"0 3" 1'

A1

SCALE: NTS

LIFTING

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PROVIDE STOPLOGS FOR TWO SLUICEWAY BAYS TOTAL. STOPLOGS SHALL EXTEND TO 14'

STOPLOG RECESSES AT APPLETON UPPER ARE OF IDENTICAL DEPTH, WIDTH AND SPACING. 2.

ARMY CORPS OF ENGINEERS AT 2619 E. CAPITOL DR. APPLETON, WI.

AFTER COMPLETION OF ALL SLUICEWAY WORK STOPLOGS ARE TO BE DELIVERED TO U.S. 1.

NOTE:

PROVIDE 1 LIFTING BEAM TO BE USED AT BOTH DAMS.1.

NOTE:

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REQ'D CRACK / JOINT INJECTION

REQ'D CONCRETE STAIRS

REQ'D CONCRETE STAIRS

REQ'D CRACK / JOINT INJECTION

REQ'D CRACK / JOINT INJECTION

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PIER #5 PLAN

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B2

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PIER #5 WEST FACE ELEVATION

0 4' 8'2' A8

SCALE: 1/4" = 1'SB302

B3 PIER #5 EAST FACE ELEVATION

0 4' 8'2'

0 4' 8'2'D1

PIER #6 PLAN

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CONCRETE PIER OR

EDGE OF REQ'D

REQ'D BRIDGE GIRDER

6"

REQ'D S.S. BASE PLATE

REQ'D S.S. STOPLOG GUIDE

GALV PIPE, TO BE FILLED WITH GROUT

EXISTING 1 1/2" DIA X 1'-3" LONG, STD

EXISTING PIPE INSERTS

STOPLOGS, CENTERED OVER

REQ'D COMPOSITE

REQ'D S.S. STOPLOG GUIDE

JOINT

CONCRETE SPILLWAY

AND BASE PLATE, SEE NOTE 1

REQ'D S.S. STOPLOG GUIDE

SEE NOTE 4

SEE NOTE 1

REQ'D S.S. SILL PLATE BETWEEN GUIDES,

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REQ'D SPALL REPAIR

REQ'D SPALL REPAIR

REQ'D SPALL REPAIR

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REQ'D 4" DIA HOLE

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REQ'D 1.36" DIA

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HOLE - 7 PER L (TYP)

REQ'D 15/16" DIA

REQ'D (2) L5X5X1/2

REQ'D (2) L5X5X1/2

REQ'D 1/2" PIN PLATE

REQ'D 1/2" PIN PLATE

EACH SIDE

REQ'D 1/2" PIN PLATE

REQ'D (2) L5X5X1/2 GR 50

REQ'D 7/8" DIA A325 BOLT

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REQ'D 15/16" DIA

REQ'D 2 1/4" R

REQ'D 1.36" DIA

REQ'D GRIND 1/2" RADIUS

REQ'D 4" R.

END PLATE

REQ'D 9/16" STRUT

REQ'D W8X40

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REQ'D 9/16" SPLICE

& 1 1/8" HOLES IN STRUT END PLATE

REQ'D 1 1/4" DIA HOLES IN SPLICE PLATE

REQ'D W8X40

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REQ'D HUB

REQ'D 3/8" PLATE

REQ'D 9/16" PLATE

REQ'D 9/16" PLATE

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30°

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SCALE: 3" = 1' 6"0 3" 1'SC210

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NOTE: GATE ATTACHMENT FOR WIRE ROPE. GR 50, QTY 4 PER GATE.

1.30" SHOULDER

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NOTE:

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SEE NOTE 1

RECOMMENDED INTERFERENCE FIT TO BE SHOWN ON SHOP DRAWINGS.

1. TOLERANCE OF HUB TO BE COORDINATED WITH BEARING MANUFACTURER.

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FINISH ON RUNNING SURFACE TO BE IN ACCORDANCE WITH BEARING MANUFACTURER'S RECOMMENDATIONS.2.

FINISH ALL OVER1.

NOTE:

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SECTION 05 50 13 FOR DETAILS REGARDING TRUNNION YOKE INSPECTION &

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CONTRACT. THE NEW PINS HAVE BEEN OVERSIZED BY 3/32" TO ACCOUNT

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SURFACES DIMENSIONED FRACTIONALLY ARE +/- 1/64"

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GENERAL SHEET NOTES

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MAKE: 48

MK: M-501-5

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MATERIAL: BRONZE (SEE SPEC)

MAKE: 24

MK: M-501-6

UNIT WEIGHT:

MATERIAL: AISI TYPE 1018

MAKE: 24

MK: M-501-4

UNIT WEIGHT:

MATERIAL: ASTM A276, TYPE 304 S.S.

MAKE: 24

MK: M-501-2

UNIT WEIGHT:

MATERIAL: ASTM B584-C95400

9" DIA

MAKE: 24

MK: M-501-3

UNIT WEIGHT:

MATERIAL: ASTM B584-C95400

SEE NOTE 2

R . 1/16" T

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MAKE: 24

MK: M-501-1

UNIT WEIGHT:

MATERIAL: ASTM A564-20 TYPE 630, COND. H1150 (17-4 PH) - FORGED

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-1

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T r, , IJ: '=-

. c±-Z . . . , -===·-= ... ·_ _;__ --�r-

:f '="'-'='== --::..... . ... -t�= ==·= - - . - -.. -· � .

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:-- -�' - ' I I . . .

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C/ole ,;! oach.oroges no/ shown .

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APJLI

�pc 17[

Gale I;- onchoro9es nol s/,own r-- - --1 t- - -· I 1 ·� 11 n1, __ Jn J ..: _c::--- ---------- -- -

Cal: ,:!' O,r)c/201-09,:--:s no/ sl;vrv11

{iole f oncl,oro9es no! shown

=· I° ---,0

___ ct8-]_

&- ···---< -� � ax •,-C' ',•Yh'

··� ,in1- 1 f 1 1 i. . JI , ! [Top of si ll l _ i L EI G 9!3. G !: , J

;;,-_,-x,; -;•¾>/..-7,<Y//,¾\Y??"-'<:: Y//,A.,W/1/ �\.V�-4:-_0-"/4'._ "'S»-�Y,0"$>?, �-s;, __. 'l"y"v,r�7.,.v�JS,Af;,V��'.7�y //�._,,�½]

'-- Top of rocl< see sh. lo/// for elev.. I , Typ/cal 90/e and onchoroge see !?ale c; lh1s sheel

PA RT E L E VAT ION

S C A L E , f a I ' - 0 11

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3 ' 2-1811 /!JO" 3'..f' /!//, " 3'' $; ,, · G @1!4 ! 3 ' .. a ' 11 - 8 ' o "" r·- rr-r-8 a ... -.. ... -- ··"--ff . . _..=_8 __,.;. 1 i • T

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0r . · · · \'�3 bors ),OJ, �' _ . . .. / <Y?crele " �-, #5 oors 1 · ' " v -'-

I , . /Of' of slone mo�onry , J_ .... T T I . . ' • i �- .

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£1 7 anchor .... +';

U. S. ARMY

r�� -..

J' ·� �

' Window m cenler on c,pslr&om s1cle [�'

L4x41/Jollecl /or,o�/:pltl�,* G ' 'L .... 7)' " ---

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,\ , < 0-.

"': � � I _ ::, � �% ,'\1

Wolk $ !rock for ho/sl nof shown . - I "") ' , , �� : ct� ,:"' �:.._ � � \, � i i

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I i '/0" ,?0'. O" /'./O"j. -�� ' �___________.J

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PLAN

SCALE: �" = I ' - 0"

� � § �� i � � /" / " " . .

I x C �c�f' boards ood cedor sl1mgles

I .. '" ' 11 \; , � ;: t r----1.-, la1d 4h lo weo/l;er .

r---l i ,, ,:.:- ! _ ,,\i � � �-'

I[' : ] f � '\. \} � 'rl

Ii ! "-'- -- .. � . .. .. .. _ .. -.. - � �FT, 1: � \ - - - > .... r �a� ··· - -- .. i i l 11 . ,�_, ,L..z1: .... 1 -: : _ . i; : 1 I 1· , "-I ,� I , .. . , , I O�� • I \ ': \;. I I · . - , ' "' lF i '

� : "" I ' I ,, "", · I � I ' '·, ' l c- /'' r,. " j • .J '

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,'< I I I l" ...__ I t-:._ ·-, '

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� I j ' -.... - ---- / u ,;, , I ,,.'" ,.-----1""" , , 4'x s· · , · ' .. ..... -"""-�� I _1_

1rz-�4 .. JG J I i I I iK � I I II II iii , � i , wedge�

"'" rx¢1_r; "rod TrUss 01J dow/Js/reom side o/?ly

/'�2'3 "rod

4:c;,",x J'---3 " 5·Upporl /" ,,:4'-0" J17cl7or boll

DOWNSTREAM ELEVATION OF GATE HOIST HOUSE

/'� :::: i /?'I /4//t:;':::-� p; '� !0• 41•• :, 1 � :

... ,;��----11/<'.:_d '�!/_��--- - . �'}-�:---- If

I" SCALE : 4 = 1 1- 0 11

l ·-c::, 21f l l 4;1,i (z·;4• ��.,, J i , 'r 1:ruiJ� '.J 1 : . . 1 I .

, ! i i 1 1 ' ·1 � ! ' �! ! I : � , ;,._ i , ,Hinge hosp tcJI �11 "' I � () �

;t·--!"\ - -- _1 _! _ 1- - -?p:$1 " --"-1 \

I --1-'- l:o,, I - .

-,;-+ ' I "' " i--\- -h-, .,.. - - -0-,.. l• r \ :S: T 0-t- ---f --1�, -

· V) G \ \ 4t! / / :

---Z"x d" lo Oar door on //)side /look lo 90 over guy W/i-·C' rel//

, n! ro1 t : J� K , � I , , I I [I ' I i • i ,; !I u I I t - i i I

: 1��},!l 1ck,f::.:IJ1,,;;::

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� -, , , . , /' ____.,......,... . ¾ · x l- 0 one/Jori bolts�----- ,. 7 r----�-�-------- ·----

�-..........� C; 'j (;, " f1/116er ,bun per /bslened lo end of /rock...----------------

EAST ELEVATION

SCALE : r = l 1- 0"

CE:NEPA L NoTES :

WEST ELEVATION

'" SCALE : -4 = 1 ' -0"

I f/e vol/a/1s ore ;;elerred lo !Vlean tValer level al Fa/her Po1nl Queoec I c.L.D. (/955)(/4/err;o/iono/ <Jreol Lakes Dolun,) . � . . .

2. Ex/sl/n9, 5 90/es {! �,,;;sling 9ole onc/2oroges .6elween /JI<'!" #5 end eosl_o/J�lmenl a1 e lo b.e rc;rnOV<':'a f «,phced wrr.� new gales ¢ ooc/2oro9es . . For cle/01/s aF 11,e ,�x1sh,N/ goles O/?,/ g,:2/e 017c/2oro5'eS see ret' dwg. /5 .. A -/Q //Jchded lor 1i?/oro,ohoo purposes on6,-( Nole I/or l/2e ,Piers s/2own on l/2/s rel dwg. does /Jo i sh<Jw cone. overlay conslruc/,ed ,;-, /93.V :

3. Exisl1i-1g piers I ll1ru ¢ ore lo /Je re,noved{! ""'?locecl w1//1 ,;ew ,µ/ers; pier /tic, 5 ? e,1sl c/Jul,nenl ere lo 6e rehc.6,/;lolec/. For de/oils of' ex1sl ,( new conslroch'on see op;c,4co6/e sh/s ol drow,ags, 4, , For delo1ls ol eK1sf/og /rock, wol,f supporls ,{ ro,;1,,hgs see r&/. clwg. if. ;V .. /Z, l, s/2, G ,i-,cluded Ar /nfor,nohon ,ourposes on&. . · ·

5 W!dlhs ol ex1s//,;9 p/ers ,f slu/c·es ore .bose,I on ,r;eosure.menls oo lhe /;&se A,?e ,:ls surveyed 1n Nov. /9Cc,c/ rneosure1nenls ore lcA-erJ lo rou:7/2 slo/Je 070.sonry, Vor1cJ'l1ons ,;,, d,,me,1s1ons ore lo ,6e onl1c1palecl, ex.cepf befween monumen f::,•.

0 Drow,i1:7s ,ore,oored/r) Ju/7e ;933 /or canslr.uchon o/ ,P,ers onds,,o,llwoys /4 I/le ,,-vesl o,t P,cr N'o. S 1i!d1cale r/2ol, 'hur,dol1on /s ,?,;,;;eslo/Je /oc,<, ,n. neor,y /20,-/zor;/o/ slro/o. " roundol1on ,;7 presenl reconslrt.1c/,'on oreo IS %/JOW/l lo /;,,:: roc.k; /70 rc,cA- bar1i;9s we Fe lolrer; ol llJe sile 01Jd no/le ore K1,ow,1 /2J Lie an /,le. · •

7 Minimum cover of reinfrrcemenl in ex_posed yurfaces .shall he f '.' Al/inirnurn cover of re1r,force1ner!I 1n surhce5 ,7qa11,.sf rock. .sha! I he 2 ' •

J

_ , _ - __ 4 _�4ii -, l ·r, }it" · . · , · i

../ 'fr" cinch onchorsf Ov ll7 e / I '"osonry ,---\ . ..Ji ) l�'e':� .Jc Tf-1 uouv - · I Slone 1, \ 'n, . -

.. ' . ,/ ! f , · JL ;

t__ \I , , � ,,, '-r,- •-..

I '

\ . ..Y , . . . . ' .

P L A N Nole , Walk ,t hundrails nol .shown.

l •

• F· " . .

1 2

- - - _ · .;,> - �,-- , · - · · _- 1 -, /11..#' /(ij't ·o ll . 9,,·0 -.J. I 8;. · , . � .. __ ,:.. ....... .... ---'----c..-�-i . · c'L t;;·$,13 . . 70.

,, - . -.:-\-:-_ �,:. ;::- ":: :�r-::> �;:� . - "·. -

· : · ()- .� .,,_ , , � -- . , " , : . 4 :• : · , - · � - . , ' ' . ·. ·<\c �. ; .-,. : ; :f ,:.' ' .' ; Bed rock.

4 '. A" · · · 7°0·;.w,/�" 1

. . 'f'. . .. cZ...j

. s E C T I O N ·· o - o ·· ' .3 '°

I II S C A LE , 16 • I - O

GAT E TYPICAL, FOR Sl,UICEWAYS WEST Of . PIER N0. 5

1 1

1 0 9

\..--. -� a ,,F

' l / ef Y

Rack .sill

-- . " . El (o 96sec . .. W.'(�Mi'

. . . ·· · . 1/Ac?V= ' . · ,

l) . . • . . ' , .� . ,,wv,vm,;;, -r o rro cA see 1, ·

1 · , =��.

1 on r

' I a ions.

'·'�" i • •

. -�hr I o/ll for e ev -J ' '

E X IST I N G SLU I CEWAY S ECT I ON ( SEE NOTES 1 , 2 8 3 THIS SHEET )

S C A L E : 1!

11 = I ' - o "

TYPICAL OF PIERS I , 2 , 3 a 4

8 7 6

3" S C A L E · - : 1 ' - 0 11

· · 16

TYPICAL OF EX I ST ING PIERS I , 2 .� S. 4

5 4 3

REVIS ION! DATE

PREPARED BY:

I . J.

OESCRIPTION

U. S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

CHICAGO. ILLINOJS

BY

DRAWN BYW .L .t e, H.A.

FOX R IVER , W ISCONS IN

APPLETON LOWER DAM

R EHABILITAT ION OF GATES AND PIERS

CHECKED BY:

I. J '

PLAN , SECT IONS Si DETAI LS

EXIST ING SLU ICEWAYS

SUBMITTED !)Ya, ,"", / ✓ ,,t " h " /\,,fl./;' " ,,. , . ,.,'{ .. ' ·£ .. _,,. ,.=·"'· '� �� -r.,�:

NDED,

CHIEF, D�I BRANCH . CH IEF, ENGINEERltlG DIVISION APPROYEDi _ _/' I.

( 5:: \,)S' . .. '-- -- ,'

' CHIEF" ENGINEERIMG DIVISION

SCALE, AS SHOWN

$_):J EET 2 j)F I I

DATE:

20 MAR C H 1 °63

CIV. ENG. 1 1 ·032-63- 19 .

F ILE NO, 17-LI - 8

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