Drawings.pdf

G-001

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US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

APPROVED FOR TECHNICAL ADEQUACY BY:

TECHNICAL LEAD ENGINEER DATE

DATE

DATE

DATE

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

CHIEF, ENGINEERING / PLANNING DIVISION

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.

REVIEWED BY:

CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH

REVIEWED BY:

CHIEF, DESIGN BRANCH

CHIEF, GEO-ENV BR/DEPUTY CHIEF, ENGINEERING/PLANNING DIV

REHAB CANAL GATES

FOX POINT HURRICANE BARRIER

PROVIDENCE, RHODE ISLAND

W912WJ20B0010

MAY 2020

PUMPING STATION OPERATIONAL FLOOR PLAN

CANAL GATE WHEEL COMPONENTS

WORK SCHEDULE

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

S-101

M-101

S-601

FP-21_G-001.dwg COVER SHEET AND INDEX TO DRAWINGS

FP-21_S-101.dwg

FP-21_M-101.dgn

FP-21_S-601.dwg

STRUCTURAL CANAL GATES SECTIONS3 S-301 FP-21_S-301.dgn

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US Army Corps of Engineers

U S

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NOT TO SCALE

LOCATION PLAN

NOT TO SCALE

VICINITY MAP

ATLANTIC

OCEAN

PROJECT LOCATION

CONN.

R.I.

MASSACHUSETTS

HAMPSHIRE

NEW

MAINE

PROV.

HARTFORD

BOSTON

PORTSMOUTH

PORTLAND

CONCORD

AUGUSTA

BANGOR

VT.

PROJECT LOCATION

WEST ABUTMENT AREA - GENERAL PLAN & ELEVATION

ARCHITECTURAL - FLOOR PLANS

INDEX TO REFERENCE DRAWINGS

SHEET TITLE

GENERAL PLAN AND VICINITY MAP

DRAWING NO. SHEET NO.

FP-1-1152 3

FP-1-1215 66

FP-1-1245 96

ARCHITECTURAL - SOUTH AND WEST ELEVATIONSFP-1-1248 99

MONOLITH NOS. 1 & 2 - FLOOR DETAILS EL. 14.0FP-1-1255 106

STOP GATE NO, 2 STRUCTURAL DETAILS NO. 1FP-1-1303 154

STOP GATE NO, 2 STRUCTURAL DETAILS NO. 2FP-1-1304 155

CANAL GATES - STRUCTURAL DETAILS NO. 2FP-1-1306 157

CANAL GATES - STRUCTURAL DETAILS NO. 1FP-1-1305 156

MECHANICAL - OPERATIONAL FLOOR PLANFP-1-1310 161

MECHANICAL - CANAL GATES - ELEVATIONSFP-1-1314 165

MECHANICAL - CANAL GATES - DETAILS NO. 2FP-1-1316 167

ASSEMBLY: S-5160-A HOISTC-5733 -

ASSEMBLY: S-5010-A HOISTC-5732 -

ASSEMBLY: S-5010-A HOISTD-10006 -

ASSEMBLY: INTERCONNECTED S-5010-A HOISTS WITH ELECTRIC DRIVED-10024 -

DETAIL: TORQUE PLATED-10042 -

LIFTING BEAM MECHANICAL DETAILSFP-1-1309 160

CROSS SECTION - THROUGH ACCESS BAYFP-1-1259 110

MISCELLANEOUS METALS - DETAILS NO. 1FP-1-1296 147

AutoCAD SHX Text

CAPE

AutoCAD SHX Text

COD

AutoCAD SHX Text

CANAL AREA

CANAL AREA

UP

DN

ACCESS ROAD

DN

EL. 26.0

EL. 9.5

EL. 9.5

EL. 9.5

EL. 14.0

BAY SIDE

RIVER SIDE

F L O

O D

E B

B

S-101

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1. SEE PROVIDED INFORMATION DRAWINGS FOR ANY RELATED EXISTING

MEMBER SHAPES, SIZES, AND DIMENSIONS.

2. FOR GENERAL PLAN AND ELEVATION OF THE WEST ABUTMENT

AREA, IN REGARDS TO ACCESS, STAGING, AND POTENTIAL LAYDOWN

AREAS, SEE SHEETS 3 AND 66 OF THE PROVIDED INFORMATION DRAWINGS.

3. FOR CANAL GATE DETAILS, SEE SHEET S-301 OF THE CURRENT DRAWING

SET AND SHEETS 156, 157, 160, 161, AND 165 OF THE INFORMATION DRAWINGS.

FOR WHEEL ASSEMBLY DETAILS, SEE SHEET M-101 OF THE CURRENT DRAWING

SET AND SHEETS 156, 165, AND 167 OF THE INFORMATION DRAWINGS.

4. WORK SCHEDULE ITEM ON SHEET S-601 SHALL BE CONDUCTED OFF SIT

AT A CONTRACTOR FURNISHED FACILITY.

2 3 5

REFERENCE TO WORK SCHEDULE SHOWN ON SHEET S-601

CANAL GATE 1

CANAL GATE 2

A1

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

STRUCTURAL SITE PLAN

N

1. THE WHEEL ASSEMBLIES SHOULD REMAIN UNPAINTED AND

SHOULD BE PROTECTED DURING THE PAINTING PROCESS.

PAINTING NOTES:

GENERAL NOTES:

LEGEND:

0 4' 8'2'

EQUIPMENT LIFT DOOR

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S-301

STOP GATE SLOT STOP GATE SLOT

FACE OF BUILDING

PIPE RAILING

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

STOP GATE SLOT

STOP GATE SLOT

AutoCAD SHX Text

EL. 22.0

9"

1' 6"

OPERATING FLOOR EL. 26.0

TOP OF GUIDE EL. 12.5

EL. -18.00

EL. -3.0

EL. 2.0

BOTTOM OF GATE IN RAISED POSITION EL. 5.0

3' 9"

EL. 26.0

BAYSIDE RIVERSIDE

FLOOD

EBB

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LADDER

ACCESS

10' 0"

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ACCESS LEVEL EL. 9.5

GATE

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DOUBLE DOOR

EDGE OF ACCESS OPENING

STEM COVER

ACCESS LADDER

ACCESS OPENING

STEM

6" DIA

TORQUE PLATE

COVER

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EL. 22.0

STEM

6" DIA

COVER

STEM

PUSH BUTTON CONTROL

3 HP MOTOR DRIVE WITH

BE REPLACED

TYPICAL WHEEL TO

BE REPLACED

TYPICAL WHEEL TO

PLATE

COVER

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SECTION

SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' - 0"S-101

A1

S-301

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US Army Corps of Engineers

U S

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THE WORK UNDER THIS CONTRACT INCLUDES, BUT IS NOT LIMITED TO, THE ITEMS LISTED

ON THIS SCHEDULE. UNLESS NOTED OTHERWISE, WORK IS REQUIRED ON BOTH THE EAST

AND WEST CANAL GATES.

NOTE:

IOQO'

VICINITY MAP

f ffi' 1¥' me'. o/

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GENERAL PLAN

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100' 2QO'

PROVIOENCE"

WARWICI<

lt&YlllOH DAT&

FENTON G. KEYES ASSOCIATES

CONSULTING

ARCHITf;CT - ENGINEERS l9tl:OYIDIENC& :t. ti. I. IIOSTOH 14, MAU;

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C:OJIIN 01' INGINICM

.aa4 TltANLO ftOAO

WALTHAM IJ4, MA.,

POINT HURRICANE BARRIER

GENERAL. PLAN

AND VICINITY MAP

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IICAl.lt I 1 100 , SPIC, NO, ¢IV. ENi,l••Oft•ll·U

. DltAWING NUMHR

FP-1-1152

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COAPS OF ENGINEERS

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RE a ASSOCIATES U.S. Mtlf'( ENGINED �

•- .COIIPSO,PIINIIM

WM.TII.Ut, IIAIL

OINT HURRICANE B

ABUTMENT

GENERAL Pl.AN a ELIVAT ...

MtOII

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THIS SUPERSEDES DRAWING FP•l-1215 DATED F!I. INI

CORPS OF ENGINEERS

1 2

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I

I f

I

,r M.:J.L I o.oo I I

I

I.

I

I I

I I I

SO·UTW � L�VATf ON (BAYSIDE.)

SC,._I.& if.e,•a1•-o•

15 l'ly rand i:; eaof1'n9 Roof U f'4,:.far ,/%

& j, t (/perol,h? fl.t,!tJ � of Mon()f'(1i/ apron jf�P• mils

·% EI.U.O

T

- - -- - - -· - - ... - r' I

� of !'umps

WE5T ELEVATION

SCALE Y'a'• l'•o•

. ,t

II.

E/. - '27

E rz

(f'ocebnck Type Al

,�•nra:r.�

- rot:e /,rick

Type B -

-4""-,J--�._,:_,.;,.,J._

1--.-1!0 �--1 s ECTION "e/ TI-IR.U WALL

IN TRANSFORMER ARE.A

SCALI: 1½_"., l�o•

F fare °Jricl:

lyf'e 8

- 1 rar:t1 t;r,d:

Type A z• �;,.. tr1ibny l'"ll'dble ft1pe ="- slt1Mr1m. w

G�Af?.1-llC SCALES

G f

5 E 12VICE BRIDClE

H

U.S. ARMY

l!'lpt11!oll

---r' -- . -----------

NOTES: . . ,, ,,

1.:Ftr= /;ncl: 5121l s/Jq// /;,: 1!.J/4. xS% xi!J'' t,. /Ado/ ties /br all brick wol/s approx,maklv I� 6ac. verllcol emd a2•t1.c. hori3onla/.

?. P.oym�()f f'"Dr Plltrrp-(og: :ff;atllJ.Ll.:..corr:p_ldrz apz.pt sv6-s/af1d17 concrefq: �<U/'1tpm20±.wil/.6r,.ll'/llrltr :--· V/Jeffl.r /"frz.m N'C,to3, U.S. ARMY ENGINEER DIVISION, NEW ENGi.Mi>

CORPS OF ENGINEERS

WM.THAll,11•11.

._____.____._,� FOX POINT HURR1CANE BARRI!

PUMPING StATION

ARtH ITEClURAL·

a. WEST l r I

I I

I

I

I I

I

Wafer.r/()p

.. .I

A

Acce:rs Floor E/..9. 5'

T I I t Ladd�r M</4.1-Z

I

I I

·----- Frame MK- 149· IA-·

D E

,Po'� -r-

----t-------�i-=-:t.::..5....:�0:....."

. A .

HORIZONTAL SECTION

F

� T 1- -- -- - - - - - - --l I

I

I ,.

I f',.

t (.' ..,l

.(.' "" .... l.iJ r:-a l..

I{:

·1 ' i

I;,' .,!

�i

.!>.CALE-1/4._•l' o· 4.,-· �W§i"���,.·--�r �ii-1 ..... I I

H

U.S. ARMY

-+-------1�------r-----------

...,.,;,....._ -. -/j_:+.

.:..._ ___ -.. -,-._Ji" . · A

• I.adder M< 141-Z 1

, _ _,_J,jJ.j...,;_ _ _L __ _J:.,' -.

. . ··L;ddir '!ri<t:t,J•�-: c·:

. ' }--::-> ;-:.'. i '.

I , , , , • • • 'j .. ' .

:r - • - · " · · 1 • �

NOTES:

CANAL GATE AREA

SECTION AT EL. 9. f5

I. A:Jr 6eneral No-l-es1 se, Sheef- No, 104..

2. For de-I-ails of' b/oekou/'$- t:Md gvidtrs for Sf-op Gol-e No. I see 51,t!'el- No. I SJ.

3, /'br d•fai'I� of blockouf.t and 9ui'd6'f! '!'or Sfop /5Qff, No, 2 see Sheef Na.- /SS,

4. For de-fail.r- of' hlocko(,Jfs rbr ca-I Gal.s St!tl Sl,eef No. /40.

S For derails of-9u,il�s -For Ca11al Gafn see Slirrer No, I(;(, .

G, For clerailt of Trash R11cl<s see Sheel No, 15'8.

7- · For details o-f Trarh Rack Slofs see 'S�-1-,i:N,. @, U.S. ARMY ENGINEER DIVISION, NEW ENGLAND

COftl'S. OF ENGINEEl'II

-.L.THMt, MAH.

FOX POINT HURRICANE BAR I

.,_;....---1-....&.::=;.,a PUM Pl NG STAT ION

MONOLITH NOS. I at> FLOOR OE'fAllS EL. "'.O

SHEET IOS-

CORPS OF ENGINEERS.

A

£1.10.D

,� l'.Bhci<ru,f

Ccmf. Jf.

£1.:.:10..!£

Et.•IB.o

.il.·?-1.0

B

If\

Cons/. JI l.t .0

D

Ladders ,1,1(/47-2

�'-fi" _,.._ __ _J.J[!_e_ __ l-----t.+o--"'-2--,to----�/�Z�!=-z•

/lt''Typ.

·:.....:...I....·:·:·'- £t/Z.,!_ ___ . ;1. . .. ! .:

E

_ __ .,.,1,...:..Wes/ blml!'nf

I

C�.E!. f..!! :,._ -- -- - +

· 1.

I"

71-�

� I -� 1!.i>'' I �:1----'-=----.-...... �

1ot.tJ" I 5'-6' I I

I I . : I

' • I L----�&� . .....--�.:�i=-�:J:��:

I I

I

: I

El..?,O .. -

J Noh:

SECTION C-C For Horizon'kll S'il'cf1on 17/- F/.14.0 .or u:,11al (iafe ArrQ see Shtud No. 106

SCALE· 1/4" • l'-0"

&/.779_1

F

RIVER SIDE

I

..,v I

I

I

I I

I

I

I

I I I I I I I I

! I I '

.J..___, I I l I

I

I ·- .L.

I I I I

I I \i

\ I Conrf.Jl;fl.-/8,I)

RIVf:R SI DE;

El. .,r

El o.o A-1.S.l, I-- I

El.-7, 5' I

No-h:

H

Nori/, Wu/I l"Vll'lf'll'lf S1',r,l)I)

/'or c/11fa//_, �f' Tt/11 Go'/, .51!!11 _S/,uf No, NIA

LOCATION OF TILE GAGE NO. 3

Nors-s·

/. R,r GMerol Nofes .see Sheet No. 104.

U.S. ARMY

2. rcr !ll!'cl-ti::1n -1/,rv t P,,1111fs .re,; S{;;el- No, IOI

3. /'or d�faik or 6/ock,:,ufs and 9,_,,cr,u :ror Sl-r:,p Gartt N?,2

S�e Sheer' N'o. /S'S:

4. R,r de foil:, c,tl l>lo c--k::,ul., for O:mal 0ofes see Sheer No, 14-0, S: !"or cl,dails t1r gv/des fer Ca11al Go�s see �eel- No. /CG.

US. ARMY ENGINEER DIVISION, NEW ENGLAND

COIIPS 'CF ENGINEERS

W&UIIAll,MAII.

FOX POINT HURRICANE BARRIER

�:!..!.:..J..:.:.:..:.;.;:..&,,..t:a"-=-11

PUMPING STATION.

CROlJS·· S£CTION

THRU ACCESS BAY

RHODE

AWINt HUMBER

.. ;,;fP-1-1259 ltlli'.ET 1110

CORPS OF ENGINEERS

A B

GATE WELL FF..AME-MK 147-1

2 REQ'D

SCALEJ.''- 1'-0" . 2

'----- ------ _[.3. 6" 8' .3 '-4'

"1()

8'' tf

_ ___J I

� BEAMS AT

OPERATING STAND

I

2 5Ers -�EO'D.

SCALE 112-1'-0"

'1:i '

'<o

,f,f Sfop har al/oround

\J

C D I

E F

Briel<:. wall b

;:3" p.

I

H

2,. s-fa»d s,le,t:/. p,)::,e. ,,.-<'li';,b e· x-Sl'-� s,/.,=./

-t-�p:lfl-=:_-�£J;i,t:;:;:���::---rm�

J"(;rungs ..

�{1-f rcnl.s- : b :.

If

· ---·---·- · '• Cu8.'e.f"romi I all welded i! Sp,:m f �fgrc;oti,aq

ScJfefl.j chain

See defa,/ 'i."

•-·· see 8efo,I

PLAN UF PLAH·ORM AT EL 53.0

l r1----,r-

. \I

.-:-:,�,.,....,-:-,:-'7"'i•-: _:_.---..-"·. c._L_, ----.£/.12. 50 __...--_-,�+---

I" J" ' . ', 2p8 rail.s- • ·.

t. . . r· ... >

,;1··9 run s ,.;

I>

See Defoil 1·----

SECTION H -1-i

PLAN

(2 EA REO'D.)

SCALEf=1'-0"

See Qefa,l"K"

. b . ·:

'b ·, SECTION G-G

Sc-lLE.: r=- \'-(;"

.' ;: l."!xponsion bolf .. 2 ·_., C'oncrefe or brick.

=-=<-+-l-- 5" k welds

SECTION P- P

4"

I ' "

, I i �

5CALE �- l'-0"

,, I ,\ ....,_ I :, elvhain '

<11 9 Jmk '-

Iron t., __ __t __ I/_______ 0)

/1 ..,-;,-..,: ,- �t:l!r.:.I1I;'£]CJ�CJ ....L

/, I ,i' :'f>

· · · · · ·� 1[:j''bevs-ma,fe

(l,i I �IL.

.,..0., DETAIL

.SAFETY CHAIN

BASKET

GUARD

SCALE:f� l 1 -0"

.spl,i::e.s ¢I' .,,-;,_..,d.., hoc,pJ, 8A$KE T GU.AJ::� . .Q

HOOP DETAIL

SCA LE: l"=l 1• 0"

,_�2 t I ;: 4� � L� 5"•.3"xf f:, Exp, bolt

!:>CALE! �1•-0•

J"DJ(::J, 41."Rmg4 i5pring :snap I

Nofe, oefcn/ ,s fyp1co! ol e:och end of each ske/ chain.

EYE BOLT

FOR SAFETY CHAIN

5(AL[, °5'= l'-Q·

GRAPHIC SCALES

0 2' 4'

I

• i ()I

� '6:

'1), j ..

\ I i:,i Ol

·i,:_!

i d'�l�;t.

u. s. ARMY

For plan of rai/ir,91 4 see -sheef /Jc. 97 j

---- _ _I

'ti I.I '• "" I)

,) i o., •I j '£/. 53.0 · 7op

.(\) � � .. I r-1 FLU SH COVER. HANDLE DETAIL ''K"- lnferrnediofe GRAB BAR DETAIL i!!' '$iii!!!liii.iS!!!!!!!!!!!!!!l!!llli.i . ......... iiil!!f!!!!!!!!!!!!!!!lf

�I .

GATE

SECTION A -A

!:iCAI_F. 6"� f-,"

6�0 t.3�9" ,,.

4 Raised pattern 111

WELL COVEi� PLATE 5-MK 147-1

2 - SETS REQ'D,

SCALE r• 1•-0··

.Sfonc/ard 'a· connecfion

SE.CTION F-F --.SCALE 1··� 1·�

j ··Raised pattern ft.

SECTION j-er- I, " fa" .. 1'- tJ'

Washer: Nut, t Coffer Pin

SECT10N M-M

SCALE;: Ir• 1·- d' z:9" [Rai;;·:� paHfr� .. 12., •1,-.

��==--=��� .. l""-"1 .. 3 .. T $X.3� /..

I

'l't'

C\II

�-���..,,..,""'1 _j I,_.. C\J, �--�1/ 1H,:sf;�nqlh bolfs)

SECTION b -b / :. )�:::. 1' ... c;"

uf support tf�[side roil f,_ Exp. bolf.s

SECTION ( -._

-·�p.·-� ii".,• .. (.,.''

.. 5"' 5· · ·-t·- , 7v-

. ·-·-t- / IOX4 LJ...:Sd.t;, .SECTION Q-[J

')::_.,_ r I 1'4 t- V Jl-1\A, ,.

L,-CcFl lMll' Hl, t

I I

. I t

- 0

6 • ,·. 0

6 e!!!!oiiil· !!!'!!li.ig!!!!!!!!!!!!!!!!!!!!�f-...... f( ACCESS. LADDER. TO .R.OOF-MK 1479

SCALE

3ot I II

8 = 1-0

NOTES:

1. Ill/ tnefol on lhi:'J ::..heet' ' sholl be .sfeel

Z-/111 ilerns on fhis .sheef .s/J,7// 6e po/d /'or C/acler Ife01 l'/o. 0Z

REMStON OA 0ES¢Rr TION

U.S. ARMY ENGINEER OIVISION,NEW ENGLAND

. CORPS OF ENGINEERS

WALfKAkt, MA9-8.

BY

h'm;,i;,;rn;-�------,FOX POINT HURRICANE BARRIER

PUMPING STATION

MISCELLANEOUS METALS

NO. I

RHODE ISLAND

DATE

FEB. 1961

:AS SHOWN SJl!c.NO.CIV.ENG.•IHMl• 6I•23

• · ORAWING NUMBER

. FP·l-1296

SHEET 147

1/, '4

A

Plofe /4 end l'osl

________ /5' - 4"

Provi,le 4--t"rldro,n holes, -5p<7ceol o.s ,5/,own in web of eoch hor,'zonlo/

D

Groff /ron .seal cosl,nsr e"

I I I

,J

H U.S. ARMY

- ____ _JJ_ .. ·--

" f r ...+!f-F-=.--=l--i5�"n===i=====rr=====;?-c====;===,==�==ir===��=J:==�����==£h ,l JfltJIF.JI J4-11/ ,-.1.,,.,,,;,, l>t1r, .,.,.

01/11// on Jt,,,I Ho.!55

'i

'i :,,. l I

\i I ·' � I

_l_ ,_J ---r 'I-

I� 7 Yz" 1�71f'' 9'

In <

� -c 18 sfiff. liJ. --'--..a� y �

I.

_,.5 f'c. 5TI0W-3I

,,,.�: t·sfiff. /£6., / M ..--

,�o�" J�t¼" 1.:.,Y.t" I 1t'

Liffing Hook ,f �•x ¾" luprighting Hook It.

PLAN STOP

8 RtQUIRtO

�CI\LC I'' :. I'- O "'

3-8

Cenler om:/ lower n,eml,ers

-3-8

.9 1'.5Yz" ,�s�" I _h" I ¾'' ,1

I - 5_2-,_...,_ _ _Lff ;g _ __,. _ IL_ v.:� ,3xJ•1,I. �

¼-"-

--.;!IP·

d

'\,_ \ I I

:� I

STIOW-31 _,,,,

l t�V /c. %' Diophragm lyP, '¾wV ..

__,<+•� ¾J"st1ff. ff.'s. STIOW-3/'? + ":.1's"s1;1r. its.--, 8� 11¾d

,� 0 " . . I t'.o" I'. o" 1-0

15: 4"

S[CTION A-A

£LE VAT ION

S.C.ALE' l" .r. 1'-0

B- e.

c

1:0!1/ 7�

. . .)1�--®

ft. S"/ • / x l'O ff.

Note: For defa,ls of uprightmg h()OR plate se� sher:/ no. IS2

.,._!1 ..

4·0

I Xe" I - 7 "Z I� 7 tz"

C.� Sfo,e Guk

. ST/OW-31

�. l'or a(/ It.

tii,,ph.;

Yer/:

STltJ�.!II

5TIOHF5I

t"R. f'or 4fe,-•J dr•m holes in f 3f1f'f. fl s

/",,/- /!Jar

T- "I....C�----;;;---�� RvDD,r .s.ol, .r•� -1 -- P#>'ail on Jt,,_/ No./55 �y�:x 1/8" slit/. d!,';s.

r"' "'� SEC Tl ON G-G (S,Prin9 ¥ l,ook' no/ .:shown)

SECTION D-D (s- ,Prlnsr -! hook' nal �own) s1

LY

h C:

11---L "".. ,) �i4:v

3J•3zxi L

Ii. Sf/OW--316

I • ¾" F 4.� X "s.fiff. {es_

I/

8 !Ji, " // *":l 1:,z¼," • 5. .. 1-Q.!!L_

Lithng Hook (see cle/q1/5 on

Sheef No.lS.3)

\S 5CAL£ 3":. 1'•0''

"t-vv Gu,deShoe I I � I I

�<O

.0/1.0

"�'.7 �I

STIOW-31

Typ.

GUIDE SHOE DETAIL

SCALE:J"�,•�o·•

,t-

,� I\J " ♦. • 9 � \\ �

I- e:af'

.:i Spr,ng

I :� 1 (see tlelai/:,; on

'·I .,, 5hee/ No.152)

_ff, 'II-I

·I

'I-j .. 4- %" Holes ·' 0 for !ifJ"+t,olfs

II I'

ii"

SECT ION c-c

SCALE" (,;_ 1'-0

SCA LC l·f • 1•-0• s"Moulded GRubber Seal

SECTION J-J

SCALE: 3'=1�0"

SECTION H-H

1 •• I 11 I z = I ,, 3 "; ,•. v11

GRAPHIC SCALES

I 0 ,.., .. -....i

" 3" i/ l"""lir-_"'l-iiii,l" _____ -------�-�----�--1

F/<7nfl of' horir. .JT 10 W- JI i

ELEVATION _E- E

3/,., f[xt{ Bar-

!IE\IIIION

NOTES:

SECTION F-r SC.AL£ 3" a 1'-0"

/. The confracfor shall furnish 8 .sfop gales complete w,l-h .seals _a If ached, eKcepf springs ..shall be .shippe,-I -5eporafeltj.

2. All metal shown sha/1 be sfrucfural .sleet except as ofherw,se nofed

,. The rubber seo/s shall helve moulded corners os .s'1own ond fhe .sp/,ces shot/ be vulcanized.

4-. The fhickness ol rnach/ned rnoferia/ .shown ,s the fh1ckness required a/fer machihing.

5. RI/ ifems on l/2is .sheel .shol/ 6e ,,001'cl for w,cler Ilern !Vo. 64-

6. For weldmfJ notes see ,h,et no. /S2

••• Ot i, US. ARMY ENGINEER DIVISION, NEW ENGLAND

CORPS OF ENGINEERS

WAL THAN, Ill Aft.

IY

��=-"-=----FOX POINT HURRICANE BARRIER

PUMPING STATION

STOP GATE NO. 2

STRUCTURAL

S�EET IG4

DET AILS NO.

RHODE ISLAND

DATE

FEB 1961

PEC.NO.CIY. ENG.·19•016•61-2 5

DIIAWING NUMBER

fp-1-1303

CORPS OF ENGINEERS

El. 14.0 Br,,9' S/d'e El. 9. 5 R✓-ver s,'o'e is �\;.;.., El } Hlllt='Mt hm;I ,,,r 6/ocA'ovl concrele

L;n,;/ o.l" olockovl conc,-ele

A

E/.-18.0

SECTION A-A

SCALE ,•:_ 1'-0

SECTION

'11, 1, I I , , E- E

B

!I/·, 41 anchor bolls wdh .sl't:I nvl.s If wo.sher.s.

flllernole eoch .S/de o/ //on<7e . .....__ (Or,>,Po.e;)/e skle � ol .slol 6·)n,ihr)

¾ ·, onchor 60/ls w)lh .sll:/ nvl.s tf wo.shl!!rs.

(Oppo.s;/6 .sio/e of' .slol .slmih,) t-... •. ��:�

1:x:1::.:::-1 ��,i'

'-. I

SECTION G-G

SCALE

r-����s

,: 4., ·-·----·---· ,� 4" 4%" 11�"

!i : ·:,:-�:· \'.'·

,j/.'.'. ::. :

·:-Uw:::::-::-�� ��-) ··j(.' .2-�·• bolls

::: .. · w;/1, sfi:/ nuls -�:: ¢ Wdsher.s

SECTION F- F

SCALE 1f= 1'...o"

I I __ J ___ _

SECTION D-D

D E F

I I I

£ /look' ..----2'.-j

'1 I I I I I I I

-1:

Ii '

C:G.

STIOW:!JI

!!Qll..

For clelu;/s oF hook' .see .5heel Alo.l5J

I I I I I I

HOOK MOUNT! NG DETAIL

--j I

Lin,i/ o/' block'ovl concrel'e qce o/ wall o/Joye /or :1 ·x ;: 4" slol ( .z11,, ;:4 ..

/ol no/ .!§I/own)

El '1.5 C0'1S1'c v't.

.(.in11I oF blockoul concre/e

SCALE 3"= 1'-0"

l:/. 3.5

I

I � I

I

SECTION C-C

.SCALE 1•- 1'-0"

SECTION B-B

SCALE 1':01'-0"

L;n,il o/ 6/od1Jvl concrele

'k" • ,�o"

,' • ,�o"

6" • 1!0"

1f• 1'0" z." = ,�o··

S,h'n ll.

NOTE

For de/011/s of' .5prin9 see Snee/ l\lq, 1.52

H

U.S. ARMY

RIVER SIDE

SPRI NG MOUNTING

DETAIL

SCALE 3"= 1'-0"

KEY PLAN

SCALE ..I.." ' •

Moulded rubber .5eul will, .so/Id" bv/6

a. ,-_o

GRAPHIC

1' -==�s·

2" I"

,e

!!)" 6"

3" 0 c-s:

RUBBER SEAL

HALF SIZE

NOTES

SEAL CLAMP

HALF SIZE

I. IV/ 1770/r;/,)ng nces oF groy' lron cusl/ng,s .s/,o/1 oe 0.5$t!un6/ed ;,, lhe sho,P, t:fo.,ye/ed t7nd mo '1c6 n,ork'ecl :lor reqs.sembl:/_, in lhe held•

2. The fhickness or' n-,och)ned /77t7fert'ol shown 1'.s fl,e lhicK'ness re9vired orler n,qc/11'nin�-

J Pa'frnent For 9uides, seals and ofher /ferns necesscJrf./ to fhe slop 9ates will be n-,ade under /tun No. G4.

Plan t! Sechon r"eVl4f!d, nole added, IC IPTIOM

SCALES

US. ARMY ENGINEER DIVISION, NEW ENGLAND

COIIPS Of' ENGINEERS Wl.THAW; ••H.

4' s· 12' 16'

0 1'

0 2"

?t _o G"

20' a' I

4"

12·

9"

OH. IY OIi. IY C:K. er L.S. P. C.M.A . .,P.f,f'

·o;"fn, FOX POINT HURRICANE BARRI ER

PUMPING STATION

STOP GATE NO. 2

STRUCTURAL DETAILS NO. 2

E

PEC.NO.CIV.flll,•111·0111•81·23

SHEET IH

CORPS OF ENGINEERS

A

:4>

�q;i

M t.

115 IO

I (i

Qi t

------�s�'-.:zi_· ____ _

,��-" ,:o;·

MovfdeJ ruhbttr corner seal - Moulded rut>l,er .se,:7/ t-------------------- __ J/�5/i� -� - ----

Movlded rvbber corner seal //� 8//z" Skin It.

See

Seal svppor.f bar

)-i-- S TIOW-31

---- ""·-c--Pc.STI0YF3I 'i

• .. ¥e-C.irk. half £¾x1i.6'e<:lt refainer har--r,1�iA tt!£•"6'.seal s,;pporl /Jar

Movlded rvl,her seal ( Srinilar fo .side .seal excepf for J.'/,,,1.scMmfer fo clear f'lllef weld.)

"r?twheels 7 I

DETAIL A

see side seal a.s.sembly

F H U.S. ARMY

!i," 16Seo/ Supporf har Pc.ST/OW:$/

5 ECTION -D - D

PLAN

,zs

SECTION f-f

SECTION E - E

DETAILS Of BOTTOM CO RNER

.s 2Xl"

Moulded r1.1/,J,er J seal .--+---:::;;;,:- �---- 1hi/ho/e ,....2,,-'�r--.l

(Top ser:,/ -!Jimihr)

NOTES:

DT/11 and fa/' for -!;/I S!ud

Seal weld af end of sfud

SIDE SEAL ASSEMBLY

FULL ",C,'.LE

I. All mdal shapes, burs and p!o/e5 "Xcepf tfem5 labelled ofherw/se :,hall be steel conform,i?q to A5TM A.% -60 T.

2. lkms labelled wdh on 05/E·rhk (*) s//,1l1 be sfee/ ,:011formin9 ro Fed. 5pec.

Stopbnr l /�0 --., '-"'-'--"-'..._,__, ______ ____._ ·--

QQ·S-633 . F.S /020 havin9 a 'fl'rld s!rmqth of 13,000 psi. 0114 011 vll1mole tensile Jtren9fh of 65,000 psi.

3. !3re.ak oll 5horp corners, .f. The number, followi,1,1 tho: M< r:flNll<Jl'lOt,on, r11fers fc lh;- shed on whith ft,e ifem is defaJ/e4.

5.Forweldtnq notes pafam1119 to tins 1/1ed, 5ee sheef No. 15'7, fi, Canal qate:i and liflin9 heom ,·/,all t;, pend for under /fem l./o.65.

.Seal re fainer &ms and .se,:2/.s nof s/2own. Seal refa/ner bar.s and seals nof.sl,own

SECTION A-A

SECTION B-8

SCALE: i'°- 1'-0"

!Jofe:-z- M< 167-8 shall he ltne reamed offer they have 6een welded in place.

SECTION C - C

0'..ill[l,ilC 5 C ,,LES i' 0 i' 2' t'= ,•-o" --:=--· --·7

..3'' 0 3" 6'' S 3 "a J'.-o 1'!"--S�- .. -iil::-l!!'!!!liiiiiiiiiiiiii����- -===t-iil ftfYISION OATE OE$Cftl�TION

US. ARMY ENGINEER DIVISION, NEW ENGLAt«> CORPS Of' ENGINEERS

WAL THAM• MASS.

n

��""-'-'-'-=>--I FOX POINT HURRICANE BARRIER

PUMPING STATION

CANAL GATES

STRUCTURAL DETAILS NO. I

RHODE ISLAND 1

OATI!: FEB. 1961

S SHOWN SPEC.NO.CIV.ENG.•lt-OIC-61•H

ORAWING NUMBER

FP·l-1305 SHEEf 1156

CORPS OF ENGINEERS A

K

I I r I

_____ Tj_J ____ :_1_1 ____ L_Lr-----1 I I , I I I I 1 I I I : I I I I I I I I • I I I I Typ.{-�-�,(�)tl'- I J i L 1 -14-{'M) · -tt:sc�t .L -_r...::.=::j:

-'---_! _ _it��-""""

ST!OW-71 L------1----,------� .STIOW:"71

y : L Sfem hearing bloc/:: * I I I I I

______ j_ _____________ c·�·tt __ _j_ -----

ELEVATION

rtsfemz

I

I I

-v.17

SECTION K-K

D

Q

ST/O1/11"8/

ST/OW-7/

E F

. d +.015 · Dr,// an ream 4.031-.oooporallel to Face of' ..sl::m II!.. and £ 9afe.

,-..-------�'-t'---------i -Sfem nuf bearing block*

STIOW-31

�-:zz:::::±:::���:a::::zc::r.::A�:zz::::zz::a"I __ _J_ �9"

SECTION L - L

Sfem bear,nq blocl::"

STIOv.r 71

SECTION M-M

H U.S. ARMY

M(.157-/

ASSEMBLY DRAWING

PLAN VIEW

8W'58 • M- �F'f=�p::====;:==,=�=,=�=;=,':�==:===�::;:::�==l. Z � � TMse$t.Jrfoc�s fokh10Ch1nf!.dfof&:sQmephne I 8q IT

4: 10"

SIDE ELEVATION END ELEVATION

5"6"

VIEW Z -z

DETAIL OF STEM ATTACHMENT

WELDING NOTES

SECTION N-N

!,CALE. 3= 1•-0•

'l//1:," Skin !I..

!. All welding of steel crmformmc; to A.S TM. A-36 c/lld Fed Spec. t;JQ-S ri>J3, F.S. I0ZO, shall be th <1ccordance with AWS 'Standard Speclflcaflon.:s 1'or We/d,·d lftgllwa<J and Na,!wa'I brtd9es (t95<i,) ;wflJ the aforementioned slt:e!: u.Jed in lieu of dee! confor,nin9 to 1/.S.f'M. ,4·J73 l!:l(.Cepf Illar pora?roph No,. ZIBa and 60/ silo/I not applq.

2.. Before an'I �ldin9 is perfortT>ed the procedures of weld111,y fo be f'o/lowed in con�l1uc.f10r1 shall be establi:lhed ond ruhm,fted to the Controdm9 CfM:er l!<f fhe conlroctor a;; P,ocedure Specificofion.s, and in the 1hveshqof1on /r:, quo/if'! these fltcceclur<'s, file Procedur( Spectf1co tiC¥'JS shall Ix followed. 771e form of the Prvced,.rc Sp,:cif1cctf1c.r,s six:;// conform to fl7e recomme1,d ed f'orms for fhxed.1re Spectflca',i;n:, shov.,,ttn //;,:: qppendix of l/1< AW.5 • Jlotu:lord C:,,X,l1/lroho11

SECTION @

SCALE:!'�1�0·

ST!OW-7/

SECTION @

SCALE: -i,'� i°-o· t"rruss ' i

1-- 1'- ,,_"'..,_-t--,,-P.n,---r �- _:;;-<R.1., Typ

A' ¾ R. ./� '!//t:,"sk tn. ft;_

Ii --- · --1

SECTION J-J

NOTE:5:

/, Fer qddifional notes perfaining fo fhis sheet, see. sheet No. 156. --

DETAILS 0F MK.157-1

I required t., -�1 -1-:::

t .. --st':tJN-3/fH

31jfdou6/e exfm sfrotl9 pipe

PLAN

END ELEVATION

lJETAILS OF MK.157-2.

Z , ·r.q u I re:d

DETAILS OF LIFTING BEAM

(AMAL Gt,TE SCALE. i"- I� o"

OtsC•IPTION

U.S. ARMY ENGINEER DIVISION, NEW ENGLAND

CORPS OF ENGINEERS

WAL TH.IN, MA$S.

�...i:=:�='---IFOX POINT HURRICANE BARRIER Pr(Jcedure.'

3. Seporofe Procedure Specihcofions and qua/iftcation tests ore requred for each comb1iwtl0t1 of base metals used 4, (he ,:c;nlracfor shall qval,ft/ t/Je Pro«dure ,$of'ofleohon.s bif maion9 the fest welds n:q,.,tred 1n paraqroph h5 and performm9 th<' te5f:, required m poraqmp// Iv'/. The rvdt1od of testmq the :5pedmens i/k:Jlleonform iv oora,raph /08. //II pa,cu;rap/7 ,umbers refer to ,4W5 'standard oj)vallflc,:;tior, Pro<:edr,re. (lentoltv€)

5. Attested cop/es of the results of tests shall t;,,. submdfc'd fo file C'cnfr<td/nq Ofk�er.

6. ,4// wddinq q:;erafon :,wl/ be qwlified m /ft<: Prcce<kt r 5i.,eof11:of1on lJ,cfer which #1e1r wor� rs pn-/or/7ted. ·r-1,; ,r '1<'<1t1ff('ctf1on shall be ac,-.::n ;::.-'isflrd ,n ,iccordanee wilt, 'f'ot I ll ()pe,alor Q1;oltt,,· 1/ir,n ·er th, 4W..:,· ':;,,:r1dard t;;;1.oi1 ·,,ol/rv>.' 'I. O,r,1,.:; r;f ff,,., record of ecJCh qwl,fied 1111eldr,1;1 -?pe1ofcr-shali /Jc 5,,1;,..,;/leo .�c fll<!:

<..b,J/n1d1hq Officer;

• 8. The <pie ,hall be site·,• relief 'eot freaf,.d 111 ,ir,· ,.·/4;,,,·e wtfh ,cv.1raqrap/l 5'12 of 1°e 4Vr>"Sfandc1,·c1 5{)<','1/1<,1/1,.;1, for Welded /il(J_hway and /,cu/wa'/ Brtdqe:s.

9. H. I. en lot! or weld .sg,nbol mdicafes cc-rnplefe rodMgraphic inspec/1Cn of' W<"'ld nH1uired 6

PUMPING STATION

CANAL GATES

STRUCTURAL DETAILS NQ. 2

RHODE

OATE

SCALE: lS SHOWN SPEC.NO.CIV,ENG.-19-016· 61-23

ORAWING NUMBER

FP-1-1306

SHEET 157

CORPS OF ENGINEERS

fr:-- 11 ' ' I

A

11-=-·+'--"-.c_.=.--�--

:: I ii i I I ' ., I i

I I I

B

�- Li/'ltn9. B,zom / Jqq ,/,i'/oil,.Jhrul 1.1'3

Mork /60-/

C D

Ai

Counfrznvq/ghl

I

I Hool Lint 'lrfwk /60-9 Connacling Rod Alar/( /60-/0

�,_..,_ _ _..__ A'\!

J ::

ASSE MBLY - LATCHING

SECTION 8-8

SCALE 3" •l'·O"

SCALE

Nark /60-/0

CONNECTING ROD

NO. REQUIRED I

MAT'L ASTM 373-58T STEEL

COUNTERWEIGHT

MARK 160·7 NO REQUIRED I

MAT'L ASTM 373-58T STEEL

SCALE 3", 1'- o"

SCALE 1 11�· • I'· 0"

:s: 1·· o'' f/ool< Link rznyqy,zd ,OO.fllion

MECHANISM

Mqrl 160·8

Round-Pin Cho/n .fhocf/q

2 '"'/---"YV

Spool

CloJed· b,idge ' Rope .foci<"!

(w,/h rpool)

SPh:EADER BEI\M

·-----;'1

,, _______ j

/60-/

F e.ooo· Dio., line reom /'or //ghf

_ -4-�e m w1lh hnk p/n

1i -4 "d;' t,orr - I , J,/aldef Truarc nzfo/n/n9 n'n9 $ .r100-200 or ar;uol

• 1f.

2 '/2. "o,i:,. q,rfrq Irony pipe rulcrl/m Pin

1.zso" o,�.,/ine ream /or li9h/ dr/ve fir wirh link

I\J ' pln

C onneoling Rod Pln

Linlr pin sltltZVtJ' Lin/< P/n

SE CTION A-A

SCALE 3",1'-0"

LINK PIN SLEEVE

MARK 160·6 NO REQUIRED 2

MAT'L COLD FINISHED STEEL

FED. SPEC. QQ·S·633•FS·I020

SCALE 3"•1' · 0"

'ft1,: X ·M' Chaml'ar

HOOK LINK

MARK 160-1 NO REQUIRED 2

MAT'L. ASTM 373·58T STEEL

SCALE 3"• I'-0"

CONNECTING ROD PIN

( LEFT SIDE)

MARK 160 ·4 NO REQUIRED I

MAT'L. COLD FINISHED STEEL

FED. SPEC. QQ·S·633·FS·I045

SCALE 3" • 1'·0"

NOTE:

H U.S. ARMY

FULCRUM PIN

MARK 160 -2 NO REQUIRED 2

MAT'L. COLD FINISHED STEEL

FED. SPEC. QQ·S ·633 - FS • 1045

SCALE. 3", I' ·0"

LINK PIN

1.1,0" t ;ggf' .slock s/ze

MARK 160 • 5 NO REQUIRED 2

MAT'L. COLD FINISHED STEEL

FED. SPEC. QQ • S • 633 • FS-I020

SCALE 3" • I'· O"

s"

,.001 .068 • O(JtJ - , I ' ' �, . �? j[E--1.160"!.00, J i/ x 15' °C/iQmfe: t1,- * D1a.. slack size

CONNECTING ROD PIN

(RIGHT SIDE)

MARK 160 - 3 NO REQUIRED I

MAT'L COLD FINISHED STEEL

FED. SPEC QQ· S-633-FS-I020

SCALE 3", 1'-0"

A II work on fhi� shuf wdl lu paid for under pt11;menf /fem Number C.4.

-�----�--�--_" --Hole e.sor"¢!0,,oo.1" ( '-:..___ ( 0')• J ·· Dnl/e d ( L in,z Reamed

·-·I= ,e---' zy°'

- ;::'',; Pin (TopertZd Md) /fo/u ,?. (){JS"?! 0,00? • /Jril/ecl l Line Rrzomq'd --

DETAIL "C"

SCALE 31.. , I

lb

;-q, · -----1---- Nolched for inner ½" It only

REVISION DATE DESCRIPTION

US. ARMY ENGINEER DIVISION,NEW ENGLAND

CORPS OF ENGINEERS

WALTHAM, MAS$,

hr.nn,....;,,..:.:...-,,,---L->J

4· =-1y FOX POINT HURRICANE BARRIER

PUMPING STAT ION

LIFTING BEAM

SHEET 16 0

DETAILS

RHODE ISLAND

DATE FEB 1961

SPEC. NO. CIV. ENG.I9•016•,61•23

DRAWING NUMBER

FP-1-1309

.. Q!L

11111111

RIVERSIDE

lf."c11r relier,md sipl?on brea,frr lilllllillllilllilli!lllll!llll W1llllIIlllIIIIIIIllirrrill llllk-=:-=:J2!llilll llh,. iwi1II1

Twin Gak Ho13f5 ror Coo//n hlu/q;, (jq/12s

NO. I �

,'"c-'-'r"'-"-"--�

Hf1draµ/k; pip,i;g mounkd IZ" above floor

PUMP UNIT N0.2

(G. F. C. t.}

Ct'ane Travel

=1\11...,i,ll'-------'l.w.hi,...,!lll!il w.,.,_.I U,.,_.1,1,_I __ ___,lw.i.fiiwul1"1 =lli=ll1�1 __ l•l�:l=IIH �-.iiLill] IIIIDL _ ____ ]l] =Ii P_11 ___ 11�· 11=11!1.

PUMP CHAMBER NO. I

PUMP CHAMBER NO. 2

5u.mf' P;I_ Inv. ·22.11

BAYSIDE

PLAN - OPERATING FLOOR

PUMP CHA�IBER NO. 3

C (. --;;A-;-k--;I;;; cim7nt Pipe 5vml' Pif· Inv. 22.17

SCALE 1/8" , 1'-0"

PUMP CHAMBER N0.4

6'"kbesf;, Ce1n-;nf P,p;- 5vmp P/t,,,,.--- 1 nv. -Z 2 .17

PLAN - DEWATERfNG PIPING

SCALE 1/S" • 1'-0"

F H U.S. ARMY

m 1111111111H11m11111u 1111111111111!1111111111111 Drop to pump ham bu. Tttp1ce1/ fr>r.1// 5 pump.s. 5ee Tqpicol ddail 5/Jeef 1,4.

40 Ton Cn:,ne

+---+--+-, II 5" pump5 · 33'-0"

N0.4 "'

If--------·--· --------·-·

111111 jJ1l] l,�1111_' --·�"l=lll=lill llillllillllll lllllllll! 1111 11111111111111111111111mm

PUMP CHAMBER NO. 5

� .. A,b.:,fos C"men-1 P,pe Sump Pit /r,v. -22.17

6"AJ.6,ulo.1 Cr;-mq-�/ Pt'pr.z

NOrt:5:

-,-. --"Government furni$he.d, confr&rcfor ,;,,�tailed -.

eqvipmenl i� de�ignaled a:,(,:;. r. C. I.).

Z. Hl.Jdravllc. Clflincler.s and fNpin!7' wilhin pvmp flo,;ir 5/eev<! and pipin9. ,nfc:9ral ,vifh nydroul/c powr;-r uml con.t/Jliny ol' /wo pvmpJ ond l!fo molor.1 mounl<2d ono rcu<2rYo/r fonk 1Y1'// b<r (jonzrnmcml rurni.1hr;-d con/roclry /ns/q//.,.d; oll ol/2er pipin9 /n lbrz hy/lrou/1e s_y.,:lrzm .1/20// bg, con/roe/or /'vrn/Jh<?d and lnsml/ed.

.3. All work; mr;,/r2riQ/ ond f7'1,ll'?._mt1n/ In connr;-cf/on w✓-lh /he f'vmhhing ond in.tlqllo//on of /hq following llem.t w,'/1 ba po/cl /'or oJ /nc//cq/ed br;:/ow.

Pl1.1mhln9 Hqofln9 ,md Vr;-n/ilol/n9 S1j.1/qmJ -Ilem llo. 63 Cooling J,lo/er (iole.1 - - - - - - - - Ifqm Alo, 65" Oyrzrhrzqd Cron<? - - - - - - - - - £/gm I.lo. 68 brzwoler/n9... S'_y.flem - - - - - - - - .Ifrzm 1./o. 69

4, .ln.,/a//o/ion oT (iovernmanl turnkhecl rzyt11pmrnl wll/ hrz pq/d /'or 11nd-zr .Ilrzrn /Jo. 66

U.S. ARMY £NOINEER DIVISION, NEW !NGLNI>

CORI'S OF ENOINEEIIS

WALTt .. ,M1 11AII, IY h'iini..,.,.,..,�T"-1 FOX POINT HURRICANE"BARRIER

PUMPING STATION

MEC_HANICAL

OPERATIONAL FLOOR PLAN

GRAPH IC SCALE RHODE

4' 0 4' 8' 12' 16' 'tC/

AWING N\IMBER

FP-1-1310

IIIEET Ill

·.t

CORPS. OF ENGINEERS

BAYSIDE

7- /"low

L1f

A B C nl

Ope.rafin9 Floor El. 26.0

.e1ccep Opf.min9

RccefJ lodtfer I

� I

/"I, 2,0

I, I I, I

I' I I' I I, I.

Dovo/11 Door

1 ; _T'.� of' 6vide El. /ZJ ! 1"-r--r----,---;1

I:

I, I I .

I I I;

I!

I, I' I

. I: I I, I I· I I

.• . ... _. __ ._,� l i.

DETAIL "D'

HIVL,, '.:T' i

.- /!!'I -1800

--::-11pzr,��iil1r..-;".:-:--..'7"',.,..-:-:-;. ,,.;--;,;;-'/' -----

--DETAIL "E"

D I

. I' r

I l'lCCf2'ff

Lodder ____

:!: 4 � /fi

H dio hli1J.) :j;

I flem -z--.-. 1

I 10'.o" -- --····--· l t

I

E F v t1' .. rtrzm Coyrzn i------ V i------

1----:

-;.;v",_· -� i---

,___ I

· 10:0" I

· --- - r•

'-------1·-H-1 --=

--j

SECTION 8- B

r t

I

G H

U.S. ARMY

,I,._

SECTION F-F

---1---

DE TAIL "D"

DETAIL ''E''

DE TAILS OF GATES

SCALE 1112' =l'·O''

NOIE:

All wurlr on this ch,?c'f will be paid for 11nder payment /tern n11mber•65.

1-,R=\£</ISION OAT£ DESCRIPTION

U.S. ARMY ENGINEER DIVISION, NEW ENGLANO

CORPS OF ENGINEERS

WALTHA�

MASS.

1::.1 FOX POINT HURRICANE BARRIER

s

�,--,,._,__,_-f-"-t

PUMPING STATION

MECHANICAL

AL GATES - ELEVATIONS

SHEET 165

RHODE ISLAND·

OIi.TE

FEB. 1981

WN $PEC.NO.CIV,ENG,•19•0J6• 61•23

OR/I.WING NUMBER

FP-1- 1314

CORPS OF ENGINEERS

A d,a

WHEEL

MARI<: 167-1 NO, REQUIRED-8

MAT'L: STEEL CASTING

FED, SPEC: QQ·S·681b, Clo11 3

SCALE� • INCHES ... ,ooT

,-r l_.____ ___, KEY PLATE

MARI< : 167-2 NO. REQUIRE0-8

MAT'L: STRUCT. STEEL, ASTIII A-l' tCAL[! I INCH!I= I FOOT

11f

B C

. --- � 6:..ef i/ ·1 \ /..___2-Z, I

---�DETAIL

l4"d/a B.c.

4 - I J"dril/ thru lL---..1----1 -1•---,�•;_• __ ....,..

FLOOR PLATE

MARK: 167• 12 NO. REOUIRED- 3

MAT�! STEEL ASTM -A373

SCALE: I½" INCHES= I FOOT

Rt''7m111ft�r lnsfollof.

In wh,, u,n-

1·

-•O.UJ

• II d/o

[:::::.:::::::i n ..:. .� ,11 ii SI'

,__ Sfocr SIZII'

BUSHING

MARK : 167-4 NO. R EQUIRE0··8

MAT'L: BRONZE

O II

A

�· C, DISC

F H U.S. ARMY

.31!.1"

• ••••-- c- " Thread

Len9fh z4'-10� ----------------------

2,• Acme RH thread_, ef-hreatls p t1r inch sing/1 fhreod fo flt operoflng md

Key scat iJ .. widJZ xi.-" deep x 27--'o"!on 9. Rem11ll£.aL/ burrs a/fer .cufflr1fi.ktt1:1 .5.e.f.li._

STEM

MARK! 167-7 NO. REQUIRED-2

MAT'L: FORGED ST EEL

FED SPEC: QQ-S- 6 33-FS- 1040

SCALE: f·liNCH•I fOOT

STEM-DETAIL "A"

SCALE: � INCHES: I FOOT

I f

I

I

Zy

Nofq: Th$ work1i19 s 11rfaces of' 'fh"' Acme Thrr,rods .shall have""' maximum rou9hness roflng of 17 with a ln9hf finish.such as ohf1rinttd ov rolltr1<J 1Jrln1rn/shing

DETAIL

B

DETA.IL "8"

�·;,,,c1 l l TORQUE l<EY

MARK! 167- 11 NO, REQUIRED-2

MAT'L: S.TEEL

FED. SPEC.: QQ-S-633-FS-109!S

SCALE: e INCHES= I l'OOT

. IZ5 z� \C

\, I ', ....... __ -.. t - ] ,w --r::::::iC-,"'-1..-......L......i---'---'"-'---i...<I'-' 8EARING BLOCK FED. SPEC: QQ. L• 22 5 Comp. 8 MARK: 167-5 NO, REQUIRE0-16 MARK: 167-8 NO, REOUIRED- 16

MAT'L: STEEL ASTM 373 SCALE! I INCHES= I fOOT MAT'L: BRONZE FED SPEC QQ•L•215 Comp.I

SCALE: I INCHES=I FOOT

We/el p10 in plocq 9rind weld :/'lush

8 WITH TAP HOLES \ �,o._..•---r---.;�

8 WITHOU T TAP HOLES

SCALE: 6 INCHES• I FOOT

/"Ne fop for full d"'g poinf -.--,,,..,.-,.. .5ockef ✓t>f .st.r�w

�"t:1rlll, J''dup- 6 holes :for .1pann�r wrench

TORQUE PLATE

MARK : 167•10 NO. REQUIRED·2

MAT' L: ST EEL CASTING

FED. SPEC: QQ-S-681 b, Clou 2

SCALE: 6 INCHES= I FOOT

NOTE

Sft1clc Ylz�

1'' ;! fap I PS :For: pnnsune fob:T$

The numlu.raf pt�ces nof�d orr .l'oronegufe, All wotk on this sheet w/1I t,;, pakl For under poymdnf /ron1 nvmber-65.

--�----------------r-r--r--1

�,�..,....___1,1,;:;..._.....,a;.._..;... __ 1-1, ________ -:

�t-flll ...... 4----------JIII-----------...I t" � ch"mf,r /14fh �nd:$ lf'!AFT

■AM ; 167-3 NO . REQUIRE0-8

MM'L: COLO ltOL&.ED STUL ff:0, SPEC: QQ•S-U3·Ft-to3, SC ALI: • llfCttl!S= I ,ooT n

SPANNER WRENCH

MARI< : 167-6 NO, REQUIRED-I

MAT'L: FORGED STEEL

SCAl.l: J INCH!I= I l'OOT ,. t If 12"•r=-1-0

3•= 1'...0- 3" e·= 1'-0"

GRAPHIC SCALES

9• 6" 3• 0 6" t

0 3" 6"

0 1' 2' 3'

12" 9•

•• 5'

,q

4-•PPt._�� oo�,I

� i I

GATE STEM NUT

MARK: 167-9 NO, REQUIRED-2

MAT'L: CAST MANGANESE 8RZ,

FED. SPEC: QQ -8-726d, Clau B

REVISION OAT£ OESCIUn

US. ARMY ENGINEER DIVISION,NEW ENGLAND

CORP$ OF ENGINEERS

WAUHAM, MASS.

hnm,om:'=�i+=-tFOX POINT HURRICANE BARRIER

PUMPING STAT ION

MECHANICAL

CANAL GATES - DETAILS NO. 2

RHODE ISLAND

DATE FEB. 1961

SCALE�! INCHEl:1 FOOT fP·l-1316

SHEET 16 7

ALT. CHANGE BY CKD. DATE ALT. CHANGE BY CKD. DATE ALT. CHANGE BY

I i

CKD.

DATE

ALT.

CHANGE

1'Jo--rE..: '2::,H E. ET

BY CKD. DATE ALT. CHANGE BY CKD. DATE

I \

NU It:.:::> \ I

I \"'.�

\ I ', . I'. �

\� I I

I

I I f

I

I

,1,, I f i I

J' , i

I I ..

I f '

I c.. OF C. <oHE'='.:15 -·-·�EE. =':v../G. C-!':5'7 oo

RODNEY HUNT . MACHINE co .. ORANGE; MASS., u. s. A.

THIS PRINT IS THE PROPERTY OF

RODNEY HUN.T MACHINE co. THosE·wHo

ACCEPT THIS PRINT AGREE THAT IT

SHALL NOT "BE Grve:N, LOANED� EXHIB• li'E:O OR COPIED AND TfiAT IT SHALL BE

RETURNED UPON REQUEST TO ROONEY'

HUNT MACHINE co. NOVEL AND PA-i-ENT:0 ASL£ fEATi.Jt:l.ES SHQWN ARE PROTECT:

ED BY U.S. ANDJOR FOREIGN PAT. ANO

PAT. PENp.

·INDEX SYMBOL

AS'::> E..1V\ e, L -y : 1-i::,- so I 0-A. H0\51

DRAWN Je:,_Hox1e;:

CHECKED n..

ORDER NO.

DESIGNED

APPROVED

I DWG.

DATE I C::- o - G,, ?., SCALE FU LL.

No.C-573c i

I '

ALT .. CHANGE BY CKD. DATE ALT. CHANGE·

· z: , , BY CKD. DATE ALT.

CHANGE

-BY CKD. DATE ALT. CHANGE

BY CKD. DATE ALT.

CHANGE

NOTES

BY CKD. DATE

RODNEY HUNT MACHINE CO., ORANGE. MASS .. U. s. A.

THIS PRtNT IS THE PROPERTY OF RODNEY HUNT MACHINE CO. l"HOSE WHO

ACCEPT

THIS PRINT AGREE THAT It, J--""-------�---------'----l

SHALL NOi SE GIVEN, LOANC:D, EXHIB" ITEO OR COPIEO AND THAT IT SHALL BE J-----------------------l

RETURNED UF'ON REQUEST TO RODNEY

HUNT MACHINE CO. NOVEL ANO PATENT� t-----;--;--;---..,--------,----------, ABLE FEATURES SHOWN ARE PROTECT- DRAWN Jc,, H,ox1e- DESIGNED DATE \?.-':>-G,c EC BY U. S ANDfOR FOREIGN- PAT, ANO J----'---'-...;;-',-=""""-"'-f--------f---'-'::....:::........:==---i

.PAT. PEND, CHECKE::0" /✓.._.

INDEX SYMBOL ORDER NO.

APPROWED . SCALE 1='ULL

DWG. No.C..-5 7 3 °3

ALT.

tORM :l!S-1D-li, I.. M. INC, . . . ' .

4 l J. 1'

. C.

C.HANGE

8 3 ,i. J \l .. \OB,e, ·

·1 f T l f I T l r l I I I I. 11 l l

I 0 ..,.N� 0:

' . r.

---1--1------- - ----�---+�-I o?

m - \__ _J

I I I I

I· I r :1 l I I

.1 j l

BY CKD. DATE ALT.

J..J

. I I I I I

I

I

I I

I

I I

I

7''

\o . ·' l )

. , ····- ... - --- · ··- -r--::-B..I _G .8 .. 'T.E..�� .\.l-E.. M.°A,;\:.lG.

ERZ:: .. OPE."R.A-r l "-.l C:::> t,..J u,.--· !'i'CO .. U_t,-;.l-rE...O_ O_l---..1_7'."'J.t.'?rK c·k)

, "'R.OLLE'R BEA.R \ t,..JC:::,,o ·01-,.r:-.R:O\N .A..BOV..E.. __ ,A....W D -�-

. ".RO� .-'BELO� .T.}--\ 'Cc..U'S=t:: - _·c.o .. L.L A.. R.

1-

I

I ' r I I I' , . i

I· I'

I ,.

1.

,. I

CHANGE BY CKD. DATE ALT. CHANGE BY CKD. DATE

NOTES

WE �-r.H.'E..'R.P'ROO F. -__�· .. : DU<'o ( L \G H,·. ..�: ·.

-·--c.JS;...s.e:·.".'v.-./'IT. H. M'E..GH A,;.�- \C.""'-:- L -� E.A....\ .. :_;5� ...

---,;-,.·\-...J =-.· L.1 ·A.·,·- '•=.

: _'-.J... . .......... ,.-, ..... 'r-. __, .... _ ... - -·· .... , -- ..... -·. _,, .... _,,, .. -· ·- - -

,__....._·_·. . C.. A.:o -E.. : 8 p( R b E:.W 'E... P:: "o TE..E.. L _ � 'v--:./ o R...\-.i\ ·-· C._H.lL.L C:..A-,.:._';'o--:t"" .. h--1 '\ C:..:Ki:::::L ... 5 .K--Z; ��O R::'i-✓-1 .. . .. ;,--· =-· A • ,-,,.·, .. • . . . , .. .. ... - .. .. - ... -

L ·rr--.. 'I'= \,.,-" ·,:,- A ,--.... u· . ":--r-c,- . . ·o I. ·, S-r-'.'t:""' =--= ..

"'-�--....._, .............. \ .. , ....... \ � .\...J .. I � D. - .. "-.) . .. -�... __ .__ __ .;::_,.,;::: -

- .. - ,� ... : . .t-..J C::;, LE:' .·_?-:-0.L..LC:::.i� .· i5 .. E.. ·A-;:.·R. \ J, ... :.L<::i�.:· -.-::

OJ_L_ .E.\.L. L . ··-

I, RO D N E Y · H U NT .M AC H I N E C O. , 0 R.A N G E, · M ASS. , U • S. A.

THIS PRINT IS THE PROPERTY OF

RODNEY HUNT MACHINE CO. THOSE WHO

ACCEPT THIS PRINT AGREE THAT IT

SHALL NOT BE GIVEN, LOANED, EXHIB•

· ITEO OR COPIED AND THAT iT SHALL BE

RETURNED UPON REQUEST TO RO.ONEY

HUNT MACHINE CO. NOVEL AND PATENT

ABLE FEATURES SHOWN ARE PROTECT

ED BY U. S ANO/OR FOREIGN PAT. ANO

PAT. PEND.

JNOEX SYMBOL

A.55t=:::.f,.c.:\_E3..LY_;_ .°'o"'. 5. 0. \ 0 - ;c.;__. Ho \ ,e,-:-r

-dG· .. \ '· · ·.. DES. "G .. N.ED DA. ,._i:r.-u:::r3:1:a --;::,-DRAWN .. _ .. CTo)(...I E. cl' .1.. .i.... u

ORDER NO. I

� .... ,o,;;---\o tr-:.. DWG. NO • ..L_...1-=- _ � _____ (o_ oeo''

I ,,__J\- .. 2.

r r----- ·------ I I I

I l l I

1 I I I

I I ·'., I

,,r,a--'--1/ ;

I I

0 0

0 0

I

I

:37..l. \\ c

1-----

I

I

-c3

I I

R·ODNEY· HUNT

NUJI:.!:;

43 1\

B Approv�d ewccpt as noted i · Oluppfovtd, Set•

· Resubrti_lsstOn not· _re�uired. f _

E accom_p-,nylng let.tu.

{Check m.irk cleslgn.iles ar':tlon taken}

u. s. ARMY ENGINEER DIVISION. NEW ENG&i>.NO'

! . Checked b,l,{JJ/-2 � . Doto 2 MAY· 1'9�3 .

______ :..--__ ..,. l NOTE PoR CONTRAC::TOR - IMPORTANT!

� l DIMENSIONS AND QUANTJ"TIES HAVE NOi' B.EEN CHECKEtl/ .-•\[r"fl i .SEE PARAGRAPH ,.SHOP DRAWINGS" OF :rHE SPl;CIFIC,(, : .. -e�r:1- \ Ii t..tJ . · · . f\t-·-•- n·· � -,__., 1r,2-· ,°)

T10NS AS TO !..IMITATIONS C,f: THIS APPRQV�t> �,,r:jd,

• R.ESPONSJBILl'.!Y OE 'T-HE CONTRACTOR.

-r.n!·r"'f"r.\

\ �-�: l�:t.:t;� < t \ i.-·.. - - • t1 0..\ .. ,.-.-�.- I\\ �-\ ;" \ Cf ll \ -�:·"�.,:i - .,,, {"iV•� , T::Jt,,;0t�tt\ i,-:.- . · ·:.

\ ; :, ·• I • • •

_MACH IN E,. · CO.-·� . ORANG.E,

M ASS . , . U.. S . A�

. THIS PRl_�T.. JS THE

PROPERTY OF .

. . RODNEY HUNT MACHINE ·co. THOSE WHO

!---r-----,--,--------------,---,---,-----,---,------------------,--y--�,--,.---,---:--...---------------------,--;--.,,----:---! . ACCEPT. THIS. PRINT AGREE THAT · IT BY CKD. DA.TE ALT. CHANGE 'BY CKD. DATE SHALL NOT BE GIVEN, LOANED, EXHIB-ALT. CHANG.E BY CKD. DATE ALT. CHANGE s-:.s O \ 0-,o;_· .\--\ o \ -e:i-::r�. W \TH · 'E..L..E:..C \ R::.,.\ .

C...

'A Pl PE. c.o '-IE. R. \ � D \C.A:"TOR 0 \:t REF'LA..C.S5. MECl--f DlA.L P = -,o .. ; , -\� t:r1c· "':-TOR· .0. __, \ \ . ,',,..I. . . . . ,, l\

ITED o'R COPIED. AND .THAT IT SHALL BE·.

. . . :·RETURNED UPON. REQUEST. TO RODNEY c:::>. R. ,\·>-f_E.

.. HUNT MACHiNE co. NOVEL A.ND PATENT-. t------:--:-:----;··;_' __ .. _. --·-----------------1

. ·· -·AsLE FEATURe:s sHowN ARE PROTECT�: □ RAwN Jc::;J-t-o�{�� oESJGNEb

· · · En sY u: s AN o I oR i:-oREI G N PAT .. AN o .. 1---....:...;_;;.._.:....;._;_.:.,.....=::+-...;..._;__..:.:.:.::.;. ____ -l.:0:.:A�- :.:::r.::E:.;·:.:.r::..1 ;.:.--:..:.:c:::::-::r;.:__.:.:.::··-eo.::.. =.:.:z:.::::.i.

. P,AT. PEND. CHECKEO ... d·�--- ',--- AE.PRoye:b s_cALii.l�lt:>:;\�-::o' lNDE?( S'(MBOL ·oRDER NO. DWG.

.AL&AtiENE: t9.SL @ 'tll.lic1to• 1'Al'f It

I, _;�J

. ___r.

NOTES

'· i.

I c.50

RODNEY . HUNT· MACH IN E ·CC>.. 0 RANGE. MASS.. U. S ." A.

THIS PRINT IS THE PROPERTY OF

. RODNEY HUNT MACHINE CO. THOSE WHO ..

l-------------------"--,..:....--,-----;....,.-----..;.-..:....,;..--�--'--------,---------,--r---:;----;------.-------,,---------------,--,--,---a · ACCEPT THIS PRINT AGREE THAT IT

ALT. CHANGE BY CKD. DATE ALT.

.4:_ t v,;:/.A,'5 ·-�\ t : t R. -ADD£..O - 11 · e··\e- . ·

· :3 .:;:.'Le;�':�e>:t&1�;=-•.e;:o::o�o.·.· ::-� .:..._ .· -

,011M il40,II. L M, me.

CHANGE BY CKD. DATE ALT. CHANGE BY CKD. DATE · SHALL _NOT BE GIVEN, LOANED,. EXHIB•

ITED OR COPIED AND THAT IT SHALL BE

RETURNED UPON REQUEST TO RODNEY

HUNT MACHINE CO. NOVEL ANO PATENT•

ABLE FEATURES SHOWN ARE PROTECT-

ED BY U. S AND/OR FOREIGN PAT, AND

PAT. PENO.

JNDEX SYMBOL,

DRAWJ•;LJG .. tfo�\E. OE�!GNEO DATE"t\:..c::..�-Co.'<:.

CHECKED::· . ./2l� .. A.PP.ROVED .S.CALE ... _G:, �:;;_J�:-.. i:;::t.