Photographs_Plans_Drawings.pdf

SITE PHOTOGRAPHS

e6eddbgp Text Box Caption: Private Parking area in front of the service bridge. Contractor may park personnel vehicles here, but shall not store any construction materials in this area.

Caption: Service Bridge's only approach, the west approach looking east.

Caption: Typical top of service bridge

Caption: Manhole cover (1 of 4) on service bridge.

Caption: Typical top of service bridge

Caption: View of gates from upstream. From Right to Left Gate 1, Gate 2, and Gate 3 e6eddbgp Callout Service Bridge e6eddbgp Callout Stairs to Catwalk e6eddbgp Callout Catwalk

Caption: View of gate 4 from upstream.

Caption: Typical wire rope to gate connection.

Caption: View of the gate in the partially open position.

Caption: Other half of the view of the gate in the partially open position.

Wire rope e6eddbgp

Drum

Wire Rope through the catwalk e6eddbgp

Catwalk e6eddbgp Callout Worm drive e6eddbgp

Caption: Wire Rope termination inside of the drum.

Caption: Typical boat used by USACE to access the upstream face of the gate.

e6eddbgp

Concrete surface

Caption: Downstream view of the gates. From right to left gate 4, 3, and 2.

Caption: Downstream view of the gates. From right to left gate 4, 3, 2, and 1.

Caption: underside of catwalk, bridge and side of drum.

Caption: Public boat ramp access.

Information Drawings

CORPS OF ENGINEERS

;72

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AR~Y - 600 Sheet B - Boston Blue Print , Boston , Mass·.

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REVISION

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U.S. ARMY

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For chan/1el excovo.//,-_:f/ </0'-s /;,· .. c-o,;_n er [JOI?)/ Se-c l'/C. 14

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LEGEND

7/19;,;a Fin&/ F:e!d Correct1ons

DATE DESCRIPTION

CORPS OF ENGINEERS. U, S, ARMY

OFFICE OF THE DIVISION ENGINEER

NEW ENGLAND DIVISION

BOSTON MASS

BY

DR,BY TR.BY CK.BY

-w.v.M w,,'10. M.,v.c. BLACKSTONE RIVER FLOOD CONTROL

WOONSOCKET

LOCAL PROTECTIDN PROJECT

WOONSOCKET FALLS DAM

GENERAL PLAN

BLACKSTONE RIVER, RHODE ISLAND

DATE MAR. 1957

AS SHOWN SPEC. NO.CIVIL ENG.19-0I6-57-81

DRAWING NUMBER

BE-1-1120

SHEET 26 OF 67

50-16

ARMY - 600 Sheet B ,- Boston Blue Print , Boston , Mass, I

\NFST ABLJT~1FNT

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® Cofwolk suppo,f~r-.-:

@ Caiwa//{··

SECTION A-A

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£PIER

I IE. Pl E.R NO. 3

DOWNSTREAM ELEVATION

.SCALE

10· o' 1'1 .. l\;.1•.1•;u;2

" , i~10

10' t

WOONSOCKET

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,d1scl:a1-q:£ J

~ £/./32..47

U.S. ARMY

FALLS MILL

E/. 140.0

·-------... ... _______ ,£!j3_C. 0

5 PILLWA Y _W[IR,,,.,.cu R VAT URE

SC ALE 1• .. 1-0"

NOTt:5 l F levu·,iio/J5 re/'er ro l'.4&..:?l? ._)cf] /,,, ,S"~e:::;,/ ~./:;·f>~•.,"/i, L.._ Fi'qt.1r,::;,:s in hexa9on5 on:1 ilen1 ti!.//"1/l•'&?,r,_"', c1nC1er wh/c/1 poyrne nl ;VI// ,:.,;·e ;7-;;c?;·'.l:9.

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7/19/(,6 F1r•,i/ Field Correcf;ons

REVISION DATE

DR.BY TR.BY CK.BY

Viv'. Iv/, \NV M. II/. W.C.

DESCRIPTION

CORPS OF ENGINEERS. U. S. ARMY

OFFICE OF THE DIVISION ENGIN.EER

NEW ENGLAND DIVIS!ON

BOSTON MASS

BY

BLACKSTONE RIVER FLOOD CONTROL

WOONSOCKET

f2 a,;:h,A ·. LOCAL PROTECTION PROJECT

PROJ= ENGINE- WOONSOCKET FALLS DAM

5\~ra_,,.,., BY ,,?>;? ELEVATION a SPILLWAY CURVATURE

'$EF .• : •••••. KT'~ BLAC~ TO.NE RIVER. RHODE ISLAND

1!:'~pv 1).l/'~::~-::~v~ // // / DATE MAR. 1957 (tH EF' ENGINEERING DlV. LT. coi.:, C.E. ~SST. To D!VlS!U-N/t:l!GlNEER

SCALE· AS SHOWN I SPEC.NO.CIVIL ENG.19-016-57-81

DRAWING NUMBER

BE-1-1121

SHEET 27 OF 67

I 80-1600

Const: Jo/nf E!. /S20 e-"--

BlocK-01.1f for hrzaf«r c:11clos1.1r.

011{/ seal plote See 511<:et f{o.35

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Axis

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ARMY - 600 Sheet B - Boston Blue Print , Boston , Mass , ELEVATION

TYPICAL PIER

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SECTION PLAN AT FL. 145.0

WEST ABU1MENT BOLTS OPPOSiTE HAND

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SCALE 1~"=1'-0'

U. S.ARMY

TYPE 'c

DETAIL OF WATEF<STOP

SC1\LE-HALF SIZ'E

[l[VATION

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SE:CTION E- E

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REVISION OAT E

OR.BY TR.BY C~.BY

' WVM WVM /Vi.WC

DESCRIPTION

CORPS OF ENGINEERS. U. S. ARMY

OFFICE OF THE 01\IISION ENGINEER

NEW ENGLAND DtV!SION

BOSTON. MASS

BY

BLACKSTONE RIVER FLOOD CONTROL

WOONSOCKET

LOCAL PROTECTION PROJECT

WOONSOCKET FALLS DAM

CONCRETE DETAILS - N0.2

BLACKSTONE RIVER RHODE ISLAND

DATE MAR. 1957

SCA :AS SHOWN SPEC.NO.CIVILENG.I9-016-57-81

DRAWING NUMBER

BE-J-1123

SHEET 29 OF 67

-16 29

CORPS OF

ARMY ~ 600 Sheet B ~ Boston Blue Print , Boston , Mass .

ENGINEERS

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AND SEAL SUPPORT

RcMOVEDj

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U. S.ARMY

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REVISION

DR.BY

W,G.L.

7/19/(,o Fine/ Field Correc.f1ons

DATE DESCRIPTION

CORPS OF ENGINEERS, U. S. ARMY

OFFICE OF THE DIVISION ENGINEER

NEW ENGLAND O!V!SION

BOSTON. MASS

BY

BLACKSTONE RIVER FLOOD CONTROL

WOONSOCKET

LOCAL PROTECTION PROJECT

WOONSOCKET FALLS DAM

TAINTER GATES - SECTIONS a ELEVATIONS

BLACKSTONE RIVER RHODE ISLAND

SHOWN SPEC. NO CIVIL ENG. 19-016-57-81

DRAWING NUMBER

BE-f-1125

SHEET 31 OF 67

50·1 00 I

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E/ !38 O Crest' o/· fVelr

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NOTE:

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OCCl:.5S fo

ARMY - 600 Sheet B - Boston Blue Print , Boston , Mass .

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WEIR SlAL

SCALE

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SEAL ft. & HE.ATER ENCL. ASSF~!IBL Y

WEST

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AS SHOWN ELEVATION

ELEVATION OPPOSITE HAND

SCALE

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DETAIL A

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SECTION

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WEIR HEATER Ei\JCL ACCESS

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DETAIL C

FULL SIZE

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SECTION

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U. S.ARMY

bee l/017 O -£-

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BOTTOM BLOC I'\ DETAIL

TOP BLOCK SlhAILAR

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NOTES

/ F1q:./res ;r; /, exQgons qre 1fetr1 numhers under which po:;mer;f 00// be ll?Qc/e.

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NOTES:

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RE'V!SION DATE

DR.BY DES.BY

C.M.A. J.J.L.

DESCRIPTION

CORPS OF ENGINEERS. U. S. ARMY

OfFICE Of THE DIVISION ENGINEER

NEW ENGLAND DIVISION

BOSTON MASS

BY

BLACKSTONE RIVER FLOOD CONTROL

WOONSOCKET

LOCAL PROTECTION PROJECT

WOONSOCKET FALLS DAM

TAINTER GATES-HEATER ENCLOSURES a SEAL PLATES

BLACK TONE RIVER RHODE ISLAND

DATE MAR. 1957

NGlNEER s LE: AS SHOWN SPEC.NO.CIVIL ENG. 19-016-57-81

DRAWING NUMBER

BE-1-1129

SHEET 35 OF 67

ENGINEERS

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7/19/Co .;.,_. \ l ,':-;,>-", DATE

U. S.ARMY

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Final Fre.lo ccr,-ecf1ons Mafer10I changed fo ccr~o.sior,_, resish.,·19 stce./, DESCRIPTION

CORPS OF ENGINEERS. U. S, ARMY

OFFICE OF THE DIVISION ENGINEER

NEW ENGLAND DIVIS!ON

BOSTON. "4ASS ti' :~.:' ;;~; BLAc•sm::,.•o~N§~clhff" ii~~:.!1:- LOCAL PROTECTION PROJECT PR JE NEeR WOONSOCKET FALLS DAM s ~~~ MECHANICAL-OPERATING MACHINERY NO. I

CONTROL

!,:/,;,¼;;, • BLACKSTONE RIVER. RHODE ISLAND

P7yv .. ,i. ~:.0 X::i,l /_ /J / DATE MAR. 1957 ff ENGINEERING DIV LT. COL CE.ASST. TO UIVISION EN NEER

\,j SCA~ ,AS SHOWN SPEC,NO,QVILENG, 19-016-57-61

DRAWING NUMBER

BE-1-1132

SHEET 38 OF 67

':--------------------------------------------------------------------------· _______ __,-5.0- a__00__~1~•~ ___ _,3-a~·~

ARMY - 600 Sheet S - Boston Blue Print , Boston , Mass.

! i

! i

L.ccaf,on ~t'n~~✓ p1l/c,r ~----- ~-- ···-----'----- -.,.~------ - -! ·_, ---" ---~-,--·----------'"- ___ ,, bJcck arid" p1/lcJr b/cck. i •':c> ' ) support i: , - ---

: i

I i

I __ , __________ ,_., .

' i

I c.·J

' ~--'l. er:- PiFF?

J i -" --

I

I

L ... --- : J

.i _,_ i i

I I I i I

I !

ii

L------1

/,GUARD

: i i 1

--- -------i ' - ""T·-·i

I i ! I i .1 I

--i

Q

I_ - '·".

'I !

I

J

'<~-. ', -r·

U.S. ARMY

,_:'J•.Jf u:~-'., 7 ;:· ~~/:~:.;LE. - 01sengCJginc; (cutout) Type w,th !ockin8 scre\~1s to hold 1n enqdged or J1sen,-2:iged posit10n.

·::r_·-u,.-,_!l\,C), FL_:::XtBLf- Single enqage?me111 f!oat1ng shaft type.

1\iOT • S r r

REVISION

DR.BY

.,..S.G.

F.PLA

p ~

! Y, f, ,' '; bose, 1/r:1?1 reli?r fo 5/i,_?et No.36

/Vo. 30 unc/c ,r mode .flus 0/2ect- will/;~ ;:;ard un!e_s.; of /;er w152 .sh(::,wn.

7/IC/Co F'1r,D/ F1e1d Corr,ccf1ons

DATE

.SR'

DESCRIPTION

CORPS OF ENGINEERS. U. S. ARMY

OF'FICE OF TrlE DIVISION ENGINEER

NEW ENGLAND DIVISION

BOSTON. MASS

BLACKSTONE RIVER FLOOD CONTROL

WOONSOCKET

LOCAL PROTECTION PROJECT

WOONSOCKET FALLS DAM

ip MECHANICAL-OPERATING MACHINERY N0.2

.:!!::" -~H 1-,.,,;;B,::;;L;,;,ACKSTONE RIVER. RHODE ISLAND

~~•_t•,,_µ;~~PPRO EF a fl ...L,,, DATE MAR. r9s1 L IEF' ENGINEERING o,v. LT. COL. C.E.ASST TO DIVISION !NG!NEfR scALE'As SHCIIIN lsPEC.NcJ.c1v1L ENG.19-016-57-s, DRAWING NUMBER

BE-1-1133

SHEET 39:..:0:..F.:6::7-------------k.::-:::-. '"--------------------------------------------------------------------1--.----------'--_,:& ~-------------------------------------------------------------------------------------·---------------------------------------·---------------------'so. - ?9.1

ARMY - 600 Sheet B - Boston Bhte Prh1t , Boston, Mass.

' • •,L. :_; -'- - i

V . : "{-,;,i

- ___ L __ s_ ____ -/

,1

I j : / '

I i ---- --- --- -----------

J

--,'f, . ' .,1j;,i

; ') ·+J.!: -- ·:·- _, __ J_ __

. :~-------- --_hL_-

L /rr;if

Coo-fYo! ..sfofioo

--~~-i •--, -----,1 ji

ARMY - 600 Sheet B - Boston Blue Print , Bo&ton , Mass.

PLAN OF HOISTING MACHINERY

/v/otar corr!-ro(/er

SCALE I" 0 1'-0"

-¼-"- ,3 C 4 / 0 fr"' L __ / __ _ /cJ qofe ocafer:s

--, - - - ------ - . ·---- - ------- r I

I

TYPICAL PIER ELEVATION

LOOKING DOWNSTREAM

SCALE 1" 0 1' - O"

--:,~r:::-,:

'i-/'

'~----I i' 'I ,, :i1 .,-~ i>,i 1: N --· :1,--~--- ----- -- -- ------, __ C'.i.L .

cl ,._

-i":.,'f

------- i :of ; I

!-JQ; _- -1 r--- - I :' ; 1-·-·:r-lr·-··- i

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I

-- ·- :d____ l...,, Brar: k.e

I

I I

I

I i i

I

I

G/en:;rrf.

I I

""' I .,_,r, I I

Ex;s--f.,nq refa;/1/nq v·va//·

\,v' Abu! me11f

I

/ ~ '' .::::, 1.1( 1)/"//f?/ .. .S rS EI-YlCr?

' i !

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SECTION

SCALE

r I i ___ ... _ .. L p:~,q

PLAN

SCALE 111 = 20'

DOWNSTREAM

SCALE

t .. -· ffi

U.S. ARMY

qofe her:rt,:r .. 3/,;z" 2C #/Q

ELEVATION

OR .BY

DETAIL_ OF EXPANSION COUPLING

i\10 SCALE

NOTE:

A II elecfr1col work 01; fl;/:., s/;eef be polf;/ Tor u11d0'/ Ift}/1? No.3J-w1/i

TR.BY

J,G.,~, CK.BY

J.A.D, CORPS OF ENGINEERS. U. S. ARMY

OrFICE Of THE DIVISION ENGINEER

NEW ENGLAND DIVISION

BOSTON. MASS.

BLACKSTONE RIVER FLOOD CONTROL

WOONSOCKET Ll,,..J/ L".t:~,· _,\. ·\.,,.-(.l,,,..,.

~ANCH LOCAL PROTECTION PROJECT

~.:. WOONSOCKET FALLS DAM

s 0 1, ~•v -~ ELECTRICAL- PLAN, ELEVATIONS a SECTIONS

;,,~A••~ H BLACKSTONE RIVER. RHODE LSLAND

~vE ,_v.::r h ~';5.'v~ / /, - / / / DATE MAR. 1957 r-;:i F ENGINEERING D!V. LT. COL,C.E. ASST. TO DIVISION E1'GINEER

SCALE•AS SHOWN I SPEC. NO.CIVll. ENG.19-016-57- 81

DRAWING NUMBER

BE-1-1134

SHEET 40 OF 67

• 50-1600

ARMY - 600 Sheet B - Boshm Blue Print , Boston , Mass .

ENGINEERS

I

I L

>1 ,_

I

?··u: \_,,, '

IC'

;?OA

f 4 /;'2 r

ONE LINE DIAGRAM

PLAN

SCALE 1/2"• 1'-0"

NOT TO SCALE

'14 ., / 7/>::-r m o ~~- :lo f -- /V -----

! i i ' I!

Ii I

L-7 -· :·· ---

' ____ I

STANDBY GENERATOR

BUILDING

3 3

5 KV:/

,.. "" ~ ~.,. v~V'vv'\--i

/. 5 !( vV ~-.. :,:...--- Typ-,:·i_·,/ .i:J,+,::

ht'rTlE r C C,FiO,';' C lie, 17 lh:::11.,1).5 1-:i:'~-i-z.__.,..

I

I I

It .

7o Tin nsfe r 0'wr·-Jcf)

SECTION A-A

SCALE 3/4"• 1'-0"

i-

I

I r~:-::·· =========if''======-=.--:::_~::_ __ ::=-----~\-

' ' ~---1

I J

' ' C --------- ------ ~--· ---~'c.,:

:= ___ = __ = ___ =_ .= .... =-====:::::::::::::::====_--~j i f - .

------· .L, ___ - ----·. -

2 ..:,_

L.

SECTION 8-8

SCALE 3/4" • 1'-0"

' ' /vie:,_··: ,--.,;.,q 1 i,~---"j, ,-/1:_/:3lfl

' I I ' I

Lt

·ht:1/n [sreoke.r--

--TP /. ,_:_

U. S.ARMY

' - ----·-· ----f--- '.'jl?_~---~?.._, _____ ------~/ __ __ '.?;.,'~r~t.0'. LI(

.:.Z[ __ -rr~,) c;;.:: .. L r-!(:

· · --I ;-·t<,.J ::;i]!_l..- 1,~~-11

SF·EC

C.1- I.

c------ C-i\TE HEATf,:.;:_ v\1 t.\R UNIT

/1~ ~ i: i": _:? 1\/) :J :-: ·:A·:· CH f.--------

I----- - . ' .. ,. .. ., .•.. ----- ,,. ____ ... ---------- -·------ -- • - ------- --- .

' ' : r

I-------fj;, .:-(,i"

NOTE:

._, I

If :::_-;,_::[ D\AJ:;::_: ,!":; <Pr_~----•· _ d

_,:::. _._,_1 __ -_--_--_--_-_--_-_-_··_-_---_-~1-- -- ",:"";~:-c:- :;:·\~;;~~:~: :~; -- ~; ·;.:~ !:·:_-~ Cl~

All ·'..'lecfr1c:;/ wcr.k s/2oW/J or, fh15 ,sheet w;// be p,JI(/ (or U!?der Ilc17i /Vo. ~:<}f

REVISION DATE

DR .BY TR.BY

:,pi-M ',- u ,j (.; l'f

;, .J::.'

ESIGN BR

PR(jJ~ ENGINE

S' I • " ~

EF.PLA .BR'

p V

CK.BY

J II 7

GH

BR

EF ENGINEERING D!V.

I

DESCRIPTION

CORPS OF ENGINEERS, U. S. ARMY

QF"FICE CF THE DIVISION ENGINEER

NEW ENGLAND DtVIS!ON

BOSTON. MASS

BLACKSTONE RIVER FLOOD

WOONSOCKET

y

CONTROL

LOCAL PROTECTION PROJECT

WOONSOCKET FALLS DAM

ELECTRICAL-GENERATOR BUILDING- PLAN a SECTIONS

BLACKSTONE RIVER. RHODE ISLAND

DATE MAR. 1957

LT. COL,C.E. ASST. TO O!YISION Erv-,,INEER scALE,AS SHOWN lsPEc.NO avtc ENG. is-016-57-81

DRAWING NUMBER

BE-1-1135

SHEET 41 OF 67

DESCRIPTION OF CONTROL SYSTEM

l SchPme of Operation

a. General. The scheme of operation of the co:1trol system for the fqfnter gate shall be a5 ind/coled by the schematic control winnq diaqram and as specified below.

b. Con/rot Poinls. The operation of /hp qare hoi.51 motor shall be controlled by:

-(l}A push button type master control station. localed on the gate hoist, with momentary contacts desiqnated "'RAISE·; 'LOWCR ", and "STOP·.

(2} A push but ton type control station, located on !he door of the controller cabiner, with mom entary contacts designated"BACKOUT RAISE OVERTRAV£L"and "8ACXOUT LOWCR OV!:RTRAV£:L:'

c. OVe,..afinq Features ,, !} Momentary actuation of the RAIS£ "and "LO WE R"contacts of the master control c;tation shall provide seal-in operation of the control c,"rcuit.

(2) A limit switch with contacts actuated by the movement of /he operating elements of the gate hoist machine, shall automatically control) as indicated,the sequence, incremental operations and the stoppingof the operations initialed manually from the master control station. The limit switch shall beso geared. or equivalently connected. to the hoisr machine that the contacts providing the incrernental control shall, when the gore is below the intermediate po.sition.automatica!ly stop the gate ofter it has traveled ad/stance of approximately one foot, each lime the master switch contact for either raising or lowenng is actuated.

(3} Momentary actuation of the 'S TOP"contact of the most er control station during any operation shall de·ener91ze the control circuit, stop the hoist mo/or and set the brake.

2 Sequence of Operation.

a Raising. When the "RA/5E"contact of the master control station is actuated, held momentarily and released, the hoist motor shall start and run until the gore hos raised approximately one foot where the limit swilch shall outomaf 1call_y de- energize the control circuit, stop the hoist motor and set the brake. The (f(lte shall continue to rise approximately one foot and stop, each time the "RAISE" but/on 1:Soperated until it reaches the intermediate position. When the gate is of or above the intermediate position and the"RA!S£" contact is pushed, held momentarily and released, the gate rnotor shall start and run unit! the gate reaches the raised position where !he limit switch shall automaticol!y de-energize the control circuit, stop the hoist mo/or and set the brake_

~l_owering. When the "L OWER"contacl of the master control station is actuated, held momentarily and released, the hoist motor shall start and run until the gate reaches the intermediate position where -the !1mil switch .shal I de-energize the control circuit, slop the hoist motor and set the broke. The gate f shall !hen lower approximately one foof ami stop eac/, time the "L OWER"conract is operated, until the gofe ~ reaches the closed position where the limit switch shall automatical(y de-energize the control ,y.srem, stop the ho,sl motor and set /he brake.

c. Bocko<Jf from Overtrove!. If during normal operation, fhe gate mo/or should fail to stop when the gate reaches the raised or closed po.silions, /he over/ravel limit switch contacts shall stop the hoist motor offer over/ravel by de-energizing the "moin"or'!ine"contactorof t//e controller, To operate the 9ate after an over/ravel, the appropriate bockout switch contact shall be held closed fo permit aperatiQn of the gate Ql1(Y in the direction away from the over trove! position by means of either the ''RA! SE: "or "LO WER"contacr on the master control station.

Over/ravel raised. Elev.!530

Raised approx. Elev. /52.0

Intermediate -a pro~ Elev. !44.0

Flow

Spillway crest.Elev.135.0 Closed Elev. l3t5.0

Elev./470

-Jo~v~e~r7~~rafrvfel~t=~~=:~:~====~==:;~======-_J _,c'-'lo"'s"'e'-'d'-'~""/'-'. !-"3-"7-"tJ_L_;-----1-LC..----' \,--------------'

GATE POSITIONS

Feeder No.I

'.Z-----------Ad;ustable 1nstontaneous overload relay lo be set of 25 % above motor locked rotor current.

ame p ae N ;, t

22" / r -, " .. Deto1! e, Pa dlock

Detail'.,(

I I : I

I :

Gasket cemented 1n place ti i

11 II

,1 II

'I

U. S. ARMY

I 11 11

I 1! II

1 I

·1ch Heater sw, and fuses.

I I I I I I

V ' . .

PCM

Brake motor

B-1

,-------------------------,8-2

B-3

PCR PCL

---1111-------'--"''---.....-;:,'\

TOL-1

TOL-2

1 Control transformer roted 5 K VA Mechanical interlock

Driving motor·--

220 / 120 Volts > V V

/ Cabinet healer c-. I ' l I I . T• ·1 I

7 PCM I

-... I ' ' I!' I , '

\ Heater switch and fuses <= Motor winding heater t-- ......._Control circuit fuses "stop 11 TOL·I TOL-2

I .

11Raise 11 Pel/ I I "Bocko1,1t Raise

PCL Overt;ave!" ~f D -+- I ' I 7 I

' I I __J_

CR I

L~,R-2 CR I '' "L .,-1 ,, " I ower _L I I

I • Bock out Lower PCL I -L_ Over/ravel" LSB ~(iR - . , I

I I ' , CR PCL I I

, " I

" I I

LSC PCR I

- " I I

II I I

LSR-1 I I

7' I I

PCR ~(il _L PCM I PCR . _J._

' - i I "

PCL L(JA L~,E .

" I I I

SCHEMATIC CONTROL WIRING DIAGRAM

1 "' -~ V, "' ~ ~ l:i <., "' "i5 -~

~ - ~ t:

~ ,. ~ c::, ..;: c::, --- C\J

~ 1.

Cl::: Cl:::

c:::, . L V) V) <J) __, __, __, 6 __, i,,; i/ I/

ACB

rilJC9□□ 00

--- PCM "' "

"' " I " <:, ·-... ---<., <:, PCR PCL ~ts l~I EJ;

= r---. -

Motor terminals Broke motor term/no!

. Contra/ terminals

CON TAC TOR

Four c ire u it termin I bl Ir a ac

I I

I , PANEL

TERMINAL BOX DETAIL

(COVER REMOVED)

Co•er

Neoprene or equal packing strip

Bady

SECTION A-A

i.:

" ~ i

A

OD

FF

I I I I I

Non-ferrous 1 chain I I I I

I I I I I I I I

I / I I I I I I I I I I I I I I I I u l'ol

Bracket

DETAIL-A

U-Tube j brockef __ ..,,.., , Yf-411.f"

Bracket'-~

DETAIL-B

Hinge pin

Gasket cemented in place

MOTOR CONTROLLER

Hinged bait with wing nu/

010. of brake wheel

¢_ of brake wheel g, o;

A 13 " .

16 d10. hale

EE

I " 8 Gaskets

B R

Four position watertight terminal box

Lower---+f->!,=

Stop---ti--fC=:J

0 0

Padlock Non-ferrous chain

MASTER CONTROL STATION

BRAKE ASSEMBLY

G) Splashproof motor

Faur position waterligh/ terminal box . NOTES:

I. A II !fems of electncal equipment shall be of special moisture resistinq construction os specified. Enclosing cases for brakes, limit swdches, control stations and controllers shall be of watertight and dustliqht construction Molar frames shall be of splashproof construction.

Direction of frin~er I'.: Direction of tripper

2. The detailed equipment constructions and assemblies shown and described are indicative of acceptable equipment constructions and os -sembl!es that are in conformity wilh the requirements of specificotians, but other equipment constructions and assemblies of equal performance and meeting the requirements of the specification may, with approval of the Contracting Officer, be furnished.

~ONTACT

I 1DESIG-

I NATION

LSA

LSB

LSC

LSD

LSE

L SR I

LS R 2

CIRCUIT

GATE POSITION DIRECTION OF

f-,o~v=E=R~------,-N-T_E_R~-----~O~V~E~Rc---l- TRAVEL TO

TRAVEL CLOSED MEDIATE RAISED TRAVEL OPERATE DUTY

~TOP MOTOR

OVERTRAVEL

CLOSED

lsTOP MOTOR

GATE CLOSED

BY PASS

NCREMENTAL

CONTROL

STOP MOTOR

GATE RAISED

STOP MOTOR

OVER TRAVEL

RAISED

INTERRUPTED

RAISING AND

LOWERING

INTERRUPTED

RAISING AND

LOWERING

CLOSED RAISED SWITCH

--+t---+--'+--l.----l-~1---1---1----1--

I

___ _j_ __ ...._ __ -t+----1--1---1---1---+--+--

' ~ r/// "/// r/// "// '/J

- - - - - - - -'t-+---+----+----+---+-

I

-+-- -t-r,1 f/J

SEQUENCE OF OPERATION

DOWN

DOWN

UP

UP

UP

DOWN

AND UP

DOWN

AND UP

LIMIT

travel when lowering

Schroeder air valve---_j

SWITCH

MM

" r/ "' "'- I'.: -~

~f ~ 'v _l_ ~ t <J)

T ___, __, ARRANGEMENT OF ELEMENTS

Ground cable terminal

I

MM z

Tap for !¼in.

conduit. Furnish plug for each

ASSEMBLY

travel when raising l F

'--- (_ of motor ~---=---➔E

MOTOR

SYMBOLS

--j f- Contact, normally open ----O.J..D--- Push button,normolly closed

-tr--- Con tact, n ormo 1/y closed -Ji Fo- Limit switch contoct,normol ly open

--0-- Relay or contact or coil };Jo_Limd switch contoct,normolly closed

~ Fuse '-----" Nome plate CR Control relay ..AKn Air circuit breaker with R A ~ ~ - ,nstontoneous moqneflc tr1p PC vwer contactor, raise

JNVV",,_ Transformer PCL Power contoctor, lower --vvvvv

-0...1...0- Push button normally open PCM Power con/actor, main

➔>- Pluq and receptacle TOL Thermal overload relay o,J'o Blow -out coil ACB Air Circuit Breaker

3 The control diagram and /he view showing the arrangement of the limit switch elements is shown with the con/acts in the posdion they will have when the gate is in !he closed position

4 Name plates of o corrosion resisting metal with engraved block letter designations as given 111 the Description of Control System or as indk:ated on the wirinq diaqram, shall be provided where indicated.

5 The contractor shall submit far approval the equipment dimensions .shown hereon by letter designations ( See paragraph S C-6 of specifi cation)

6. A II electrical work shown on this sheet w!I/ be paid for under Item No. 35.

REVISION DATE DESCRIPTION

CORPS OF ENGINEERS, U. S. ARMY

OFFICE OF THE DIVISION ENGINEER

NEW ENGLAND DIVISION

80STON, MASS.

BY

BLACKSTONE RIVER FLOOD CONTROL

WOONSOCKET

LOCAL PROTECTION PROJECT

WOONSOCKET FALLS DAM

ELECTRICAL- GATE CONTROL DETAILS

BLACKSTONE RIVER, RHODE ISLAND

DATE MAR. 1957

SCALE:AS SHOWN EC, NO.CIVIL ENG 19.016-57-81

DRAWING NUMBER

BE-1-1136

S~EET 42 Of 67

50-1600 42

,t_

I

C/2oJ/7 /il'7k ond 7cle~~- ,§ee -Sheel /vo.4G

Face of abvlmenf

Exisf.

t cone, 1::.' .6e.-_7,·1,v1_7 -------- ------we: .:;f ,·;/-, ufn,,;_: n f i_ __

~-5frop qnchors 1J. ''x J. I' X I ,_ O" , 4 <0 2'-0"sfa99er

I J

Ncrm-;i

- J2 C 20J !1

Lie=

El. vones en shortspon T,Jn'r"' 1 £/ 1·1ro-- ' •:,;;--1,,.A/ _ , --·~··"::·. j __ _ .

( ,·--;, i ', ,~, .

--~r:,;.\~ E :--;;j_ - 1-C

J/ " <_q pi>r /I.

5EC TIC)N

Norm;:J/ temp.

--- "" . --- -- "1

./t,;·-_ 7,ll

PLAN

.5 t,Jndard .-rr;<Jnhc..'/P

4'-(j" SU

, frdrt?·.~ 11 I i

• i J'i,1F1(:al frarnmg def ad tor ... , \ r1dc•s cJ rnanhol'!'. , co112-r /'or f-i -10 /()admq i I

! f --- Caulk arounJ M. H. cover ---\i\ -------~,!-- r ----~- ::~~::'°::·::~o·-· ----------~ l, ,~

"" ,4 -~---- -i" ['no

•r- ✓ : '•--;:,, ::," ,• r," I ' [-j_: •. _ ;i Sfr.-,1, ";nch,v•i 11 4 ' -,; i Manho/G €' 2 -C ,::.i, c · I

' ... '.:__Jjt:. ' ,.---ii I i

! I -- .,. -···"·-·"·---· -- '" ., . . ----' f--- . 1 ____ --- ... --- ---- ',. _,_

.>'-1ot." ·1 C !

·- '"" -· ? .. ' --- ------- +··' -4 l .------;----- ·---------------,--

~- .. ?·: ~------ ----" .. ~--:0 :" .. --·-·-· ... ..:.. ..... ''""···--· --r I t, L ..

- ,; :-.pp ;'rs 1n /h;:, -·D.:;L le he l,)C6"lf'd ,;r //;;1-_/

//tr; f-,; .r~2 rt::'<z'.l. e,: ,o,c;_ sr'./c:.,) i ~ --·-------1-·-

,--!' .. \f f--'1cr.s

" ,.--"-4" 3_,, Lro r t;;

u

I

'4

S[C T ION I:__ E

U. S.ARMY

I. 0 ..

"1

J"J fxf,-·.:; ,;/.,w,,,;i steel r:oe pest

C

'i I:

I ',__ I l

\.Jc:'.

DRAIN

J ? 8/i"nd ;f/anyt;,· bcr·,td lor push fit n,:; ho/f oi-de

Gr.cul k;P of curb

J!J •:P- sf:e-ef rne/3/ qroutina 5Cikel, 5':J/a

1 _ 1-, • I

I Fc;r Ge/Jero/ Pion, 5,ee 5/2ee/- No.2G r'-'. S1.11'i<-1ces 117 co1;-lacl will; ,,_-·01/cn-:/c,c, .:;/2u,;/ no/ l 1e /''<:11i-?/ecl 3.AI! .s!ruclural sfeel m the Servic.c E3rido''-' wi// be - . I -~ po/d for und&r Ifem No.2,9, 4.Concrc·-/·c· 1n p,1e;·s and o/2ufmcnfs fer unc./er /lE: m /Vo. /9 '/'-/ill be col<i

SCor?cr<;'le ;r; ,.Scrv/c.·e Brldqe roadv1::1~/ d:.?c/< wil/ be 110/cj for under If<.c:m ,Vo. 20 6 Fa'}mE17i for furnish1nq, h<?nd/nq and plocJnq cl a/l s/ee! reinforcemerd w!/1 /Je f)Oid for u;JdEl- If-eln No23 '7.Figure:.; 117 hexoqo175 /rdicofe ,1-u1»hsr.:, uac/er wh/.-::.1? ,,r.'ut;ntc 11 t wit! bE mo(/c

REVISION f DATE DESCRIPTION BY

DR .BY

A.J,D.

I

CORPS OF ENGINEERS. U. S. ARMY

OFFICE CF THE DIV!SION ENGINEER

NEW ENGLAND D!VtSION

BOSTON MASS

BLACKSTONE RIVER FLOOD CONTROL

WOONSOCKET

LOCAL PROTECTION PROJECT --;z::- - - ...

PROJ T EN6'N'ER WOONSOCKET FALLS DAM

--;;,~ SERVICE BRIDGE-PLAN, SECTIONS a DETAILS 0A~:;~ ' ~NliJB~L~A£C~KS~T~O~N~E~R~l-::!_V~EBR!,_, -~R~H~ODQ!EUl~SL~A~N~ow Et;, -·1 't 0PP'JPVP,, / j? / / DATE MAR. 1957

C:;; F ENGINEERING OIV. LT. COL, C.E. ASST. TO D!VISlml OIGINEER scALE,As SHOWN lsPEc.No.c1V1LENG,19-01s-57-s1

DRAWING NUMBER

BE-1-1138

SHEET 44 OF 67

":b;, :::--:-------------------'----------------------------------• -------~5~0~•-.!.::I~ 44 \~-. ::./,::::4RM_Y - 600 Sheet B - Boston Blue _Print , Boston. , Mass ..

'·•«'. ',., .•.• -·· ,,,s,•-~••·'--'"'"""'"' ·--·-----.-·---·

Contractor Staging & Storage Area

*Note that there is a boat launch at Cold Spring Park, approximately 1 mile upstream on the left bank. When the water is low, only small workboats with shallow drafts can be launched here. The USACE has an easement area along the bank, above the hydro intake, that will be available to the Contractor to store their boat. See approximate location above on map. Bridge is limited to 10 Ton vehicles. For the storage of material on the bridge the max distributed load on the bridge shall not exceed 50psf.The Contractor shall not store materials on or use the existing catwalk for anything but personnel access required for the removal and installation of the wire ropes.

Woonsocket Falls Dam – Wire Rope Replacement, Contractor Staging and Storage Area

Woonsocket Falls Dam

Contractor Staging & Storage Area (Approx. 2,500 SF)

Approximate Easement Location

TECHNICAL SUBMITTAL REGISTER AND

SUBMITTAL FORM 4025-R

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION

Woonsocket Wire Rope Replacement

CONTRACTOR

A C T I V I T Y

N O

R A N S M I T T

L

S P E

DESCRIPTION

ITEM SUBMITTED

R A G # R A

H

G

V

C T L A O S R S I A F / I E C A R T E I V O W N R

CONTRACTOR:

SCHEDULE DATES

ACTION

APPROVING AUTHORITY

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH

REMARKS

SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

T I

D

DATE

OF

DATE FWD

TO APPR

AUTH/

FROM

CONTR

TO OTHER

REVIEWER

FROM OTH

T I

ACTION

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

01 33 00 SD-01 Preconstruction Submittals

Submittal Register 1.8 G RO

35 01 70.13 SD-01 Preconstruction Submittals

Wire Rope Work Plan 1.4.1 G DO

Wire Rope Safety Plan 1.4.2 G

Contractor Qualifications 2.1 G DO

Contractor Installation 1.3 G DO

Qualifications

Wire Rope Tensioning Plan 3.8.1 G DO

Wire Rope Flux Leakage Test 2.1.6 G DO

Plan

SD-02 Shop Drawings

End Terminations 2.1.12 G DO

SD-03 Product Data

Lubrication 2.2 G DO

Pre-Stretching 2.1.3 G DO

End Termination Attachment 2.1.14 G DO

Method

SD-06 Test Reports

Tension Testing 2.1.13 G DO

Attaching and Proof Loading 2.1.14 G DO

Terminations

Wire Strength and Ductility 2.1.4 G DO

Pre-Forming 2.1.5 G DO

Stress Relief '(Wrapping Test)' 2.1.7 G DO

Zinc Coating 2.1.9 G DO

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 2 PAGES

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION

Woonsocket Wire Rope Replacement

T I V I

Y

R A N S M I T T

L

DESCRIPTION

ITEM SUBMITTED

R A G # R A

H

G

V

C T L A O S R S I A F / I E C A R T E I V O W N R

CONTRACTOR:

SCHEDULE DATES

APPROVING AUTHORITY

MAILED

TO

CONTR/

FRM APPR

AUTH

REMARKS

SUBMIT

APPROVAL

MATERIAL

T I

TO APPR

AUTH/

FROM

CONTR

TO OTHER

FROM OTH

T I

ACTION

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

35 01 70.13 End Terminations 2.1.12 G DO

Wire Rope Magnetic Flux 2.1.6 G DO

Leakage Test Results

(Pre-Installation)

Wire Rope Magnetic Flux 2.1.6 G DO

Leakage Test Results

(Post-Installation)

SD-07 Certificates

Warranty 1.7

Type of Wire Rope 2.1.2 G DO

Tension Testing Equipment 2.1.13 G DO

Wire Rope Tension Equipment 3.8.2 G DO

Calibration Certifications

Tension Equipment Operator 3.8.2 G DO

Qualifications

SD-09 Manufacturer’s Field

Reports

Delivery Report 1.5.2

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

For use of this form, see ER 415-1-10; the proponent agency is CECW-CE.

DATE TRANSMITTAL NO.

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor')

TO: FROM: CONTRACT NO.

CHECK ONE:

THIS IS A NEW TRANSMITTAL

THIS IS A RESUBMITTAL OF

TRANSMITTAL

SPECIFICATION SEC. NO. (Cover only one section with each transmitta PROJECT TITLE AND LOCATION TH

IS TRANS

MITTAL IS

FOR : (Check one)

FIO GA DA OcR DA/CR DA/GA

ITEM

NO.

(See Note3) a.

DESCRIPTION OF SUBMITTAL ITEM

(Type size, model number/etc.)

b.

SUBMITTAL

TYPE CODE

(See Note 8) c.

NO.

COPIES

d.

CONTRACT DOCUMENT

REFERENCE

REVIEW

CODE

g.

VARIATION

Enter "Y" if requesting a variation

(See Note 6) h.

USACE

ACTION

CODE

(Note 9) i.

SPEC.

PARA. NO.

e.

DRAWING

SHEET NO.

f.

REMARKS I

st certify that the above submitted items had been reviewed in detail and are correct and in rict conformance with the contract drawings and specifications except as otherwise stated.

NAME OF CONTRACTOR

SIGNATURE OF CONTRACTOR

SECTION 11 - APPROVAL ACTION

ENCLOSURES RETURNED (List by item No.) NAME AND TITLE OF APPROVING AUTHORITY SIGNATURE OF APPROVING AUTHORITY DATE

ENG FORM 4025-R, MAR 2012 REPLACES EDITION OF MAR 95, WHICH IS OBSOLETE. Page 1 of 2

INSTRUCTIONS

1. Section I will be initiated by the Contractor in the required number of copies.

2. Each Transmittal shall be numbered consecutively. The Transmittal Number typically includes two parts separated by a dash (-). The first part is the specification section number. The second part is a sequential number for the submittals under that spec section. If the Transmittal is a resubmittal, then add a decimal point to the end of the original Transmittal Number and begin numbering the resubmittal packages sequentially after the decimal.

3. The "Item No." for each entry on this form will be the same "Item No." as indicated on ENG FORM 4288-R.

4. Submittals requiring expeditious handling will be submitted on a separate ENG Form 4025-R.

5. Items transmitted on each transmittal form will be from the same specification section. Do not combine submittal information from different specification sections in a single transmittal.

6. If the data submitted are intentionally in variance with the contract requirements, indicate a variation in column h, and enter a statement in the Remarks block describing he detailed reason for the variation.

7. ENG Form 4025-R is self-transmitting - a letter of transmittal is not required.

8. When submittal items are transmitted, indicate the "Submittal Type" (SD-01 through SD-11) in column c of Section I.

Submittal types are the following:

SD-01 - Preconstruction SD-02 - Shop Drawings SD-03 - Product Data SD-04 - Samples SD-05 - Design Data SD-06 - Test Reports

SD-07 - Certificates SD-08 - Manufacturer's Instructions SD-09 - Manufacturer's Field Reports SD-10 - O&M Data SD-11 - Closeout

9. For each submittal item, the Contractor will assign Submittal Action Codes in column g of Section I. The U.S. Army Corps of Engineers approving authority will assign Submittal

Action Codes in column i of Section I. The Submittal Action Codes are:

A -- Approved as submitted.

B -- Approved, except as noted on drawings. Resubmission not required.

C -- Approved, except as noted on drawings. Refer to attached comments.

Resubmission required.

D -- Will be returned by separate correspondence.

E -- Disapproved. Refer to attached comments.

F Receipt acknowledged.

X Receipt acknowledged, does not comply with contract requirements, as noted.

G Other action required (Specify)

K Government concurs with intermediate design. (For 0-B contracts)

R Design submittal is acceptable for release for construction. (For 0-B contracts)

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract.

ENG FORM 4025-R, MAR 2012 Page 2 of2

Eng Form 3394 (Aug 2021) Mishap Notification and

Investigation

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