Plans.pdf

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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

APPROVAL RECOMMENDED BY:

CHIEF, ENGINEERING 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-ENVIRONMENTAL ENGINEERING BRANCH

APPROVAL RECOMMENDED BY:

CONCRETE REPAIRS TO STAIRS IN

CROSSOVER GALLERY

NEW BEDFORD HURRICANE BARRIER

NEW BEDFORD, MASSACHUSETTS

W912WJ-20-B-0004

JUNE 2020

SITE PLAN

STRUCTURAL STAIRWELL SECTIONS

SPALL REPAIR DETAILS

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

S-101

S-301

S-501

NBF-50_G-001.DWG COVER SHEET AND INDEX TO DRAWINGS

NBF-50_S-101.DWG

NBF-50_S-301.DWG

NBF-50_S-501.DWG

MISCELLANEOUS CONCRETE REPAIRS

S-302 NBF-50_S-302.DWG

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VICINITY MAP

NOT TO SCALE NOT TO SCALE

LOCATION PLAN

GATED NAVIGATION OPENING

PROJECT

LOCATION

PROJECT

LOCATION

MASS.

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PROVIDENCE

FAIRHAVEN

BOSTON

BROCKTON

PLYMOUTH

FALL

RIVER

NEW

BEDFORD

DARTMOUTH

BUZZARDS BAY

HARBOR BARRIER

AND DIKE

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ABUTMENTS CONCRETE GENERAL PLAN

ABUTMENTS CONCRETE ELEVATION, SECTIONS AND DETAILS NO. 2

ABUTMENTS REINFORCING STEEL BASE SLAB AND HORIZONTAL SECTIONS

DRAWING NUMBERSHEET NO.

INDEX TO INFORMATIONAL DRAWINGS

SHEET TITLE

NBF-1-1043 BYPASS CHANNEL LAYOUT

NBF-1-1105

NBF-1-1107

NBF-1-1111

ABUTMENTS CONCRETE ELEVATION, SECTIONS AND DETAILS NO. 176 NBF-1-1106

ABUTMENTS REINFORCING STEEL FLOOR ELEVATION 10.5' STAIRWAY DETAILS - ENTRANCE GALLERY

ABUTMENTS REINFORCING STEEL BUTTRESS AND BLOCKOUT DETAILS84

82 NBF-1-1112

NBF-1-1114

ABUTMENTS REINFORCING STEEL VERTICAL SECTIONS83 NBF-1-1113

ABUTMENTS REINFORCING STEEL GATE SILL AND STAIRWAY DETAILS85 NBF-1-1115

ABUTMENTS MISCELLANEOUS METALS86 NBF-1-1116

OPERATING HOUSE NO. 1 ARCHITECTURAL PLANS

OPERATING HOUSE NO. 1 ARCHITECTURAL ELEVATIONS AND SECTIONS90

89 NBF-1-1119

NBF-1-1120

ABUTMENTS ELECTRICAL ACCESS GALLERY-POWER AND LIGHTING88 NBF-1-1118

OPERATING HOUSE NO. 1 REINFORCING STEEL PLANS AND DETAILS

OPERATING HOUSE NO. 2 REINFORCING ARCHITECTURAL PLANS, ELEVATION AND DETAILS

OPERATING HOUSE NO. 2 & METER HOUSE ARCHITECTURAL PLANS, ELEVATION AND DETAILS96

93 NBF-1-1123

NBF-1-1125

NBF-1-1126

OPERATING HOUSE NO. 1 REINFORCING STEEL ELEVATIONS AND SECTIONS94 NBF-1-1124

OPERATING HOUSE NO. 1 REINFORCING MECHANICAL PLANS AND SECTIONS

OPERATING HOUSE NO. 2 & METER HOUSE MECHANICAL PLANS, ELEVATION AND DETAILS99

98 NBF-1-1128

NBF-1-1129

OPERATING HOUSE NO. 2 REINFORCING STEEL PLANS, ELEVATIONS AND SECTIONS97 NBF-1-1127

THE INFORMATIONAL DRAWINGS ARE INCLUDED

FOR REFERENCE PURPOSES ONLY.

GENERAL NOTE:

N/A

N/A

AutoCAD SHX Text N

AutoCAD SHX Text

EAST OPERATORS HOUSE

CROSSOVER

GALLERY

CONTRACTORS

ACCESS ROAD

APPROVED LOCATION

OF CONTRACTOR'S

STORAGE AREA

APPROXIMATELY

400 SQUARE FEET

WEST ABUTMENT EAST ABUTMENT

CONTRACTORS

ACCESS ROAD

EDGE OF WATER

WEST OPERATORS HOUSE

UP

DN

CONTRACTOR'S

ACCESS TO

CROSSOVER

GALLERY

OVERHEAD DOOR

54'-7"

GENERATOR

GATE

MACHINERY

PIPE RAILING

EDGE OF

BARRIER

OCEAN SIDE

CHANNEL SIDE

HARBOR SIDE

CONCRETE PLATFORM

CONCRETE PLATFORM

PIPE RAILING

CONTRACTOR

ENTRANCES

FROM

STORAGE

AREA

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N

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0 16' 64'32'

A1

S-101

1. THE WORK CONSISTS OF CONCRETE REPAIRS TO THE EAST AND

WEST STAIRWELLS, EAST OPERATING HOUSE, AND CROSSOVER

GALLERY.

GENERAL NOTE:

C1

S-302

A1

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

FLOOR PLAN AT EL. 20.5' WEST OPERATORS HOUSE NO. 1

0 2' 4'1'

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EL. - 43.2

EL. + 1.55

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EL.52.2

EL. + 10.5

EL. - 7.4

EL. - 25.3

EL. - 43.2

EL. + 1.55

EL. - 16.4

EL. -34.3

EL.52.2

CROSSOVER GALLERY

CROSSOVER GALLERY

A1

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A8 BEYOND

A15

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A30

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A35

A2

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A23

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A26

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A32

A41

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1. LIMITS OF REPAIRS INDICATED ARE APPROXIMATE AND SHALL BE CONFIRMED

BY THE CONTRACTOR DURING CONSTRUCTION

2. FOR TYPICAL SPALLED/DETERIORATED/UNSOUND CONCRETE REPAIRS SEE D1

ON SHEET S-501.

3. CONTRACTOR SHALL SEE SPECIFICATION SECTION 03 01 00 PARAGRAPH

3.2.2.2 IF PLACEMENT OF NEW REINFORCEMENT SHOULD BE REQUIRED AND

DETAIL TYPICAL INSTALLATION OF REPLACEMENT REBAR A1 ON SHEET S-501

SPALLED/DETERIORATED/UNSOUND CONCRETE NOTES:

S-501

F7

A1 3.00 SQUARE FEET

A2 1.00 SQUARE FEET

A3 36.00 SQUARE FEET

A4 3.00 SQUARE FEET

A5 0.50 SQUARE FEET

A6 0.50 SQUARE FEET

A7 0.50 SQUARE FEET

A8 2.50 SQUARE FEET

A9 2.75 SQUARE FEET

A10 2.00 SQUARE FEET

A11 2.75 SQUARE FEET

A12 6.00 SQUARE FEET

A13 2.00 SQUARE FEET

A14 37.50 SQUARE FEET

A15 0.50 SQUARE FEET

A16 3.00 SQUARE FEET

A17 36.00 SQUARE FEET

A18 0.50 SQUARE FEET

A19 0.50 SQUARE FEET

A20 2.00 SQUARE FEET

A21 0.50 SQUARE FEET

A22 0.50 SQUARE FEET

A23 2.75 SQUARE FEET

REPAIR OF SPALLED/DETERIORATED/UNSOUND CONCRETE:

A24 1.25 SQUARE FEET

A25 1.00 SQUARE FEET

A26 1.25 SQUARE FEET

A27 1.00 SQUARE FEET

A28 1.00 SQUARE FEET

A29 4.00 SQUARE FEET

A30 5.00 SQUARE FEET

A31 1.00 SQUARE FEET

A32 2.25 SQUARE FEET

A33 1.00 SQUARE FEET

A34 2.75 SQUARE FEET

A35 7.00 SQUARE FEET

A36 1.75 SQUARE FEET

A37 3.50 SQUARE FEET

A38 1.00 SQUARE FEET

A39 2.75 SQUARE FEET

A40 4.75 SQUARE FEET

A41 15.75 SQUARE FEET

A42 1.00 SQUARE FEET

A43 5.25 SQUARE FEET

A44 1.00 SQUARE FEET

0 4' 8'2'

A1

WEST ABUTMENT STAIRWELL SECTION

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

E1

0 4' 8'2'

A4

EAST ABUTMENT STAIRWELL SECTION

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

ALL NOSING IN BOTH EAST AND

WEST STAIRWELLS AT OR BELOW

EL -5.30 APPROXIMATELY 136

LOCATIONS, SHALL BE REPAIRED.

SEE F7 ON SHEET S-501

6'-9"

5'-0"

32'-2"

4'-6"

4'-0"

1'-9"

2'-11"

3'-0"

3'-0"

13'-0"

A45

UP TO

OPERATING

FLOOR

DOWN TO

CROSSOVER

GALLERY

5'-0"

ELECTRICAL

CONDUITS

TO REMAIN

A46

REMOVE

DETERIORATED

AND DEAD

ELECTRICAL

CONDUITS IN

THE SPALL

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FLOOR PLAN AT EL. 10.5' EAST OPERATORS HOUSE NO. 2

0 2' 4'1'

N

1. LIMITS OF REPAIRS INDICATED ARE APPROXIMATE AND SHALL BE

CONFIRMED BY THE CONTRACTOR DURING CONSTRUCTION.

2. TYPICAL SPALLED/DETERIORATED/UNSOUND CONCRETE

SEE D1 ON SHEET S-501.

3. CONTRACTOR SHALL SEE SPECIFICATION SECTION 03 01 00

PARAGRAPH 3.2.2.2 IF PLACEMENT OF NEW REINFORCEMENT

SHOULD BE REQUIRED AND DETAIL TYPICAL INSTALLATION OF

REPLACEMENT REBAR A1 ON SHEET S-501

SPALLED/DETERIORATED/UNSOUND CONCRETE NOTES:

REPAIRS OF SPALLED/DETERIORATED/UNSOUND CONCRETE

A45 8.0 SQUARE FEET

S-101

C1

F8

GALLERY CROSSOVER SECTION

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

0 4' 8'2' S-101

E1

A46 24.0 SQUARE FEET

3'- 0"

#4 @ 12

#4 @ 10"

GUARDRAIL POST

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TYPICAL SPALLED/DETERIORATED/UNSOUND CONCRETE REPAIR

NOT TO SCALE

WHEN MORE THAN ONE HALF OF THE

DIAMETER OF REINFORCING IS EXPOSED

CHIP OUT BEHIND THE BAR 1" MINIMUM,

CLEAN EXISTING REINFORCING, APPLY

CORROSION INHIBITOR AND

INCORPORATE INTO NEW REPAIR.

REMOVE ALL LOOSE DETERIORATED CONCRETE (1" MINIMUM)

ROUGHEN SURFACE.

REPAIR WITH POLYMER - MODIFIED REPAIR MATERIAL.

FINISH FLUSH WITH ADJACENT SURFACE.

EXISTING STAIR NOSING SHALL BE REMOVED

SEE NOTE 1

EXISTING STAIR NOSING ANCHOR

EXISTING STAIR NOSING ANCHOR

SHALL BE CUT OFF AT SOUND CONCRETE

POLYMER MODIFIED REPAIR MATERIAL

SURFACE SHALL RECEIVE A ROUGH FINISH

(CSP5) SEE NOTE 1

F7

TYPICAL REPAIR ON STAIR NOSING

NOT TO SCALE

1/2"

SAWCUT

C7

TYPICAL SPALL ON STAIRS

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

S-301

A1

S-301

A1

1. (CSP5) CONCRETE SURFACE PREPARATION 5 PER INTERNATIONAL CONCRETE REPAIR INSTITUTE 310.2R.

NOTE:

" MINIMUM, 1" MAXIMUM DEEP SAW CUT

MATCH ORIGINAL SURFACE

REMOVE ALL LOOSE DETERIORATED

CONCRETE (1/2" MINIMUM DEEP)

AND ROUGHEN SURFACE.

REPAIR WITH POLYMER MODIFIED REPAIR MATERIAL

1. CONTRACTOR SHALL SEE SPECIFICATION SECTION "01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT" FOR DISPOSAL OF ALL MATERIAL.

2. CONTRACTOR SHALL SEE SPECIFICATION SECTION 03 01 00 REHABILITATION OF CONCRETE FOR EXPLANATION OF

CONCRETE REMOVAL METHODS, SURFACE PREPARATION REQUIREMENTS AND MATERIALS USED. ALL REPAIRS

SHALL BE IN STRICT ACCORDANCE WITH ALL MANUFACTURES RECOMMENDATIONS AND SECTION 03 01 00.

REPAIR SPALLED/DETERIORATED/UNSOUND CONCRETE

ON TREADS. QUANTITIES FOR REPAIRS TO THE TREAD

AREA BEYOND THE NOSING INCLUDED IN CLIN 0002.

GENERAL NOTES:

PLACE NEW REBAR OF SAME SIZE AS EXISTING REBAR

TYPICAL INSTALLATION OF REPLACEMENT REBAR

NOT TO SCALE

REMOVE CONCRETE TO EXPOSE SUFFICIENT LENGTH FOR A 16"

SPLICE WITH INTACT REBAR (TYPICAL BOTH SIDES)

LENGTH OF EXISTING CORRODED OR DAMAGED REBAR THAT HAS

SECTION LOSS GREATER THAN 20% OF SECTION SHALL BE

REPLACED.

FOR ADDITIONAL INFO NOT SHOWN SEE DETAIL D1/-

TYPE A SPALLED/DETERIORATED/UNSOUND

CONCRETE REPAIR PROCEDURE AND DETAILS

A1

1. SPALLS SHOWN HERE MAY NOT BE TYPICAL OF THE LOCATION THE SECTION CUT WAS TAKEN AT. SPALLS

SHOWN ARE TYPICAL OF SOME OF THE SPALLS THAT CAN BE EXPECTED DURING THE PERFORMANCE OF WORK.

NOTE:

CORPS OF ENGINEERS

:l~AULDINO•MOU c-., ■ OlfON, M .. H.

N

N E W

BEDFORD

NEW BEDFORD GAS

a

EDISON LIGHT CO.

GREEN a WOOD ,INC.

PLAN

SCALE I: 10,000

CL A HK

CO VE

F A R H A V E N

NNEL

t

N234,000 t:i

N232,000

N230,000

LtJ

A GR££N

I.!> •

WOOD

SCALE I : 10,000

LAYOUT

SCALE 1:5000

GRAPHIC SCALE

0 1000 2000

SCALE I' 5000 SOliO~!liiiiii~iiiiO~~~~OOiiiOiiiiiiiiiiiiiiiiiiiiiiiillOOO

U.S. ARMY

N234,000

N

+ + N232,00

+ , N230,000

+ N228,000

JO·Fr. CHANNEL A

8.

N

LtJ

.. [VISION DATE:

CHANNEL

OHCPUPTIOI\I

U.S. ARMY ENGINEER DIVISION, NEW ENGLN«>

CORPS QI' ENGINEERS

WlUHAM, MAH.

HURRICANE PROTECTION

........,,...,,,...._---:c::-'-:::::----1NEW BEDFORD-FAIRHAVEN BARRIER

BYPASS CHANNEL

LAYOUT

MASSACHUSETTS

DATE APRIL 1962

9CALE'A9 SHOWN SPEC. NQ CI\I Ellt.•lt·Oll·l:lo·3.

DRAWING MIMHII

N BF· I· 1043

SHUT 15

CORPS OF ENGINEERS A

\ R•Z' ',c._

I

B

Gal, Re<:ess

C

'.t ~-

~ ~:J Mn? \

,--,: For /)o/pl-,,,-, d.·./o,I,, se• .51,,.,f /'lo. 8 7

I' @ G - {):,/,:;!,;, 2.9

____ f_Trunnion __ ·1

• t ''I

D F

Nol•, MoN'~9 Cl~ai locai,on ""d deia,/., Se;o Shod Nos 78 { 8(, ~

I':' Trurmian ror Noc/:oul s,u .r//ee;I No //G

Com:r,le f'l"or !ilob El. - .J9.0 ~I

-···----·· 47~4_~" --···--------,,ti rl!J .2 ~ !r OPERflTIN6

HOUSE Ladder.

1.. ~ .... t:!£J I -.

lf 'I rioof "' c=, ,111-:!;!

s,,f,c \ti , @f,r.c. T<tnk rtull

I . --- _.,,, ,,.l ------· - -·--··------· -·----

.NOTES:

GENERAL PLAN

5CALF. 3/32"• 1'-0"

I.For G•Mrol Ne-ld.5 1 seat. Shot No.Z

e. All Goncrefe in the AbvfmMf5, Opdra-l,n9 Ho11.5".5 ond 6ofe S,'// w,11 6e pcud fbr cm.Jer Jt,1'71 No.55

3. l..1'n8 ·:,i• app//1!.5 fool/ concr8fe for .s.,,-lor Gof~-' ond 1nd,cafesmmim.1m lh,ckne.s.s of con,:,refe.

line ~s• indicafes paymenf l,n• for roek excavohon ond con,rdfe. Oisf. befwee.n Line ''.4" and Lln•"l!J•. ,'s 9"on Ho,-,,: on,:/ 12•on V11rfit:11/

4. For Ext:ova-/1on and Gradin9 Plt1n Por Abvfm•nf-,J .see 5hdel No~ 79ond 80 5, For stut r_••nl-'orc•rn•nf, .s•• .Shu-I- Not> IJ/·$5,'n,;t. t,nd 9~ 94, 97.

"· C•m.,nf w,II be poid f'or und•r I-fe.m No . .58. ·

7. Pt1'{m•nt for furni~h,;,9, b•n.d_,n9 an,:/ l,t11,m9 ol'a/1,·tJinf'ot'Cdtr/dnt will be made <1nd,,. If,m No. 59 O. For concr•f• defo,I, ,t,erfam,1'!1 -fo fhe Abv-l'?"11nf.s, :·,,e Sh••f No.s 7r.,. 77, 78 ond e,5 g, F- Areh,'tlJl,f.urc/ Pl11ns, £/ov11f1ont, an,:/ .,,..,f,ons, !>Ile Shed-I No,. d9·9Z ,..,</. '1nd 95, 9~ /0. For S11,for 611-ld5 of'ld Anc,hora9fi$, Jee Sh•e'/ No,. /()J-//2 lnd. .

If. For CoMfrucf,'on and Confra_cf,on Jo,,,f Dtifail:,1 stJ1J .Sh11ef No. 71 IZ.For /rl,t,,al/11nu~s M•ftil D•f11,ls 1 .ue Sh,cf No.~r.

/J. 1,/tJ•S A ,,,,,113 a,- ap,olit:<10/1/J ot'Jly w/11,,.. ~ ,,u:i tfxca-vtt~/on w-/1//Je "'9vlred.

3132·•= I' -0"

. Galt? Rt?cess c.~ncr,.•le /'Joor 5/,;; f, £1. ·39 .. ?

... ··- ··-t-:.

H U.S. ARMY

·1

GRAPHIC

Mela I f'fas/ut79 bo>< /

SCALE

I:)

£1;2?.0

Nofe,, Le_ove /'.(!" open,'nqsin con,rete c.urbJ, IS'O"c.c.

s,bc,c,n9 m1t1., loc<Jli:d o,b,t,ro)(1maf4/'I m;dwo'I befween H1f\wa'1 Guard 1<11,/,',,9 Posis. AH c.vrh op~n;n9s fo be af/,asf_fhru /'ed ~'rt>111 consfr,d,on }oinfs.

VISION DATE DHCfltlflTIOH

US. ARMY ENGINEER OIVISION,NEW ENGLAND

CORPS OF ENGINEERS

WALTHAM, MASI.

CK. IY HURRICANE PROTECTION

.........,..,.,,..._......,.-..M_.z_. NEW BEDFORD-FAIRHAVEN BARRIER

ABUTMENTS

CONCRETE

GENERAL PLAN

MASSACHUSETTS

DATE APRIL 19 62

SCALE: 5/32"• I' SPEC. NO. CIV. ENG. 19-otl·&:5 • 3.~

DRAWING MIM8ER

NBF-1-1105

SHEET 711

w.s. f/.0.0 I

8"

Cone.

Pier

!OW.f._B

C r,.,p "fsla/J // ,1.3_:;7

3" 24 -. b:~-. Floor f,';::,=======;ll f/.35'-25 or11<nr/.\'S

ROOM

u ·•c

£1.20.'i I. 21.0 wrsr /JBUTMeNT

Fla-1/·oie for defail, St?i? 5he~f No. 78

Cons/JI .E/ -6./J{)

F

SECTION A

SCALE 3/°!Z'= l'·O" 75

WEST /18UTMeNT

I--++- -- -- -- -- -- --- -

.•. r. . . .. . ... .,. ..

• ,I •I• ~ ~ "} • ~. :•. . El. -.55.o

J.ine .J.: _;) ____ _ l.tntl c;, M.,,,,;,,wn J'ov;,,lr,,fhn tl/t111a/1',w

SECTION J;L

SCALE 313-t'=(-d' 75

F

I?..

,... _ _/6:(!~-- -l--------'..,_:;.5_1_·.9_" _______ .......i

• <>i I I

I

•·I _. > I i .

I

--4- ·1 I

' I \l;

C .. ·,·

:• • • • , ,:-- ~ ••L • • • : f I O ( • 0 ..

··•-·r·•,.,•-~~v-, .... , ... _._._,_~

W.$. El. (),tJ lb,- 1,/odoul sire .sheef No 116

- - ___ {l.J:i,-itJ.o!,.Jr.J2JLnd

· surfoc~~ H i-------t------1··'

~ 11 ..

1---,----t----+;·,· I"';:'\ ~ 1..·.

,___\._F_, --~....,.. _ _,\ fllcava fon@t pa11m,mf lint,>. I

17~ "

Nofe:Sd& : ..

Sacf. fhrv ;

~ nfran,~, t;

th,~ sh1111f. :

WeST ~BVTMfNT r" , ·t•

El. -41.0 ® :o• ,{ ~>~:-->.:, ·\:,--,: · .• .-.. , 'C), . f•. :•,. -~. "i,._: __ "'ft~ .. ·

SECTION .J/5

SCALE 1/4"= l'·O"

NOTES:

I, For 9enual nofe.s, .SU S,huf No, 2

2. For nofa.S ap/>ltf;n9 -lo flus -'huf, .,ee Shd,d N,. 75

8' :,;32" • 1'-d'

4'

1/411

• 11

- d1

4' 3/B"• ,• - o"

GRAPHiC SCALE

8' 16' 24'

0 4' B'

0 4'

H

'I

• I

I I

U.S. ARMY

J:o"x 7'-0" rtu,;h pan~/ ho!Mw me/al ddor.

Nort1: For lor911r c/11/oi/$ of' Jamb, H11ac/ and Stll, S/Jd .5nlld I No, 9'1

SECTION THRU ENTRANCE

SCALE 3/4", 1'·0"

:,:· ,_ .. ··.-·····" ____ • ...., ... f•~· •. , .. -...~.-:

i,.1

SECTION C-C

SCALE 3/8" = I'· O"

SCRIPTIOH

US. ARMY ENGINEER DIVISION, NEW ENGLAND

CORPS OF ENGINEERS

WAL THAii, MASS.

HURRICANE PROTECTION

NEW BEDFORD-FAIRHAVEN BARRI

ABUTMENTS

CONCRETE

ELEVATION, SECTIONS a DETAILS NO. I

EW BEDFORD HARBO MASSACHUSETTS

OATE APRIL 1962

SCALE :5152 •l'O SPEC. NO. CIY. ENG. lt-<Mt·U·5 .

DRAWING NUMBER

NBF-1-1106

SHEET 74

I

CORPS OF ENGINEERS A B C D F H U.S. ARMY

W,S. fl.0.0

LP. £/. 35.25.'

5!ora9<'/ &pair

22··0"

I Crown 1.20./? %.J..2/.0

,;_pc,_; I ✓I £/. 10 . ., H

~====w ~po/ghb TOWEi, fl. 43.G7

.i'--1' .+t<o----"''2=-·-=·0c... .. _.(,1-,,.e:..8"

1:0·:

Ooor

OPEMT!N6 ROOM

'Ooor TR/lN$FORMfR ROOM J5.'-11"

F I ---- ------ £/, 10.5 wi,1.11 ,.1.1q._,r

Con,/ .JI.El S-:o eoa,I J/,ll, .,~ o ·-

.,,..W.S. fl. (l.O

I . :, 12 '

A D

U~-- - -- --- --- ----4

I

----1--· I I , . " l . W..$.,JI.Jl,J! .

I , l.

I I ~t ,-- ~__,.,_,._--,-~--------+---l ----------------!

I

-- . -- --- --- --r ---:- I I

.:, 't4' .,.~ ~ ".

I I 1-- -- --- -·-

/ I ~~)s;oec1al Com,oac/ecl --. --.o~,',,q/ 1 I - .l'orf/J r'tl/ ----

.... _ ~l'Jo' . I i ----!!'!<',.~~-~ I ,___

I I I I Ir---·--- -- ' I I I I I

I I

I 1

I I I I

_ _____L ---·- -1-- 1 I I I

I I I I t ii

I I ..

H

······-· - -· ---1 --- .. ~ ---- --1::::=r----;f;!'--"-~-=-o-,-:;-----+------l I I I L- ____ ..:, I

I

~ :· •• '.O'\ . '-:-- _.:.,_·_·._.!..,_,_.!.,,--,~·:....··, ___ . __ __;_ --------------- ., · · \, lme "fl" ·. ·, : . . • .. ·· l/.·55.0 ·' • ·•·. ·•·· .·.-.•.: ·, ·.-: .'

Ct\ f~CQV4t~'on \!:_/pt1'{1>1enf /,ne <;[)lXC:JVdfion.

II P'1'f_/7/,,nt line

- - - - - - - . - T - - - - - - - - - - - - Line "8'.J -~.,:,:~;,:,:,;;;;,,- ----~ --- - -- - -- ---

SECTION f, SCALE 3/112•, 1:..0•

SEGTION,9s

SCALE 3/32"= 1'-0"

Curb £1.21.0

~I •:.;~,.~~•~_:':'~~-•~•t•~•_..,•:,.:._ :-~'

NOTES:

I - -------------

--,.-For 9un£'ral nofes s111 $h11el No. 2

z. F<n· tlO/¢~ o;,J,l<1in9 ,fo flii.i .. ShHi, ~•~ Si,u-l N,. '!.!'

/ I

I I . '· I c.ud,/.,!_,£.L~.Q. _ /~- -- -i- -- ;__ - ~ -- --~-- - -- ------_I • '

.... -. I I ·'· I -==---t--~~-~~' Lt-~~~· LJ '.': : : ;:::r.=r==============~~-=====~~±;~f~;~ C.tt,l,JI. f.l'.~.lUl. ;,> 1

1 :1 -- ------ _ I I ''\> :i\: -- , - -- i - - - - ·.: ,-__ Special Coml'qcfeo'@" I l ~ '-'~· · I I i• Earll, r,// __ -r- I ,•'•. I I ; . ~\ c.m/ ✓✓. ,f✓ -.z1.t1 · ',: · __ -+- __ -1- _____ -·-- ·--__ _ ___ _ __ \ I

.,._:; D F H

H

.El. -,fl. 0

EL·J9./7

El.- /.(}

H

• •·. I . . ~ ... ' I

PCl'lff!Of....$.!wt1nti' SIil~ e, · ;. · __ I ___ .. I - _ \ .l_gr~oL.9 ~n!i__:,urfa££_

·' .. • I I H .\"< I I

1-1ui,;~~L..-4--~.••·1.•;1 .~ I I ,. ~·/~ I I

·- - - __ I , .... ,, SECTION~

SCALE 3/32"• 1'-0"

J ~ •·, I .

I I

__i I I I I I

I I I

·-• £Xcol/of1on @I poymsnl' llde.

~ El. ·.-5.'i.O.

------,,,----,, I fXC'. f"l/~fl/_,; ,<l'\,- '-.r"'- - 111-;Jt~,;;;;,,,, -;

179 t'ou.nd'o,l,on .,;~...,.1.,.,,, E SECTION 75

SCALE 1/4" = 1'-0"

.-' 'line "8" e· o $CALE 3/32'l 1'-o" L-.:ioiL.

GRAPHIC SCALE~

16' 24' I I

4' 0 4' 8' SCALE 114',1'-d' H I :::=I

VlttON DATE

CIC. IV

J,1,'I:.

OUCfllPTM>N

U.S. ARMY ENGINEER DIVISION.NEW ENOLANO

CORPS OF ENGINEERS

WALTHAM, MAH •

HURRICANE PROTECTION

NEW BEDFORD-FAIRHAVEN BARRIER

ABUTMENTS

CONCRETE

ELEVATION, SECTIONS a DETAILS NO. 2

NEW BE FORD HARB MASSACHUSETTS

DATE APRIL 1962

DRAWING NUMIIER

NBF·l·l 107

SHEET 77

------------------------------+-- ]\':If

B

·- 7 J/4• ~

8 'I

PLAI~_- BA.SE 5LA ~L_REINFORC ING

EAST_ ABUTMENT

WEST ABUTMENT OPP. 1-fAND

.SCA LE 1/8"• I•·<..'"'

C

SECTION G- G

SCALE.! ,cV8"• l~O ..

SECTION H- H

.SCALE: .'¼3": l'O"

Q, (("omf.Jf E/.·Sl."J2"

F

,~,ffR~ 1/ /· -~-.

H U.S. AR Y

EAST ABUTMENT Nofe•

HORIZ. SECT. AT BASEMENT FL.EL.1O.S

~- Har,r..~Vert.

Re1nt'/_,3ft,a/ '1hawn ,n aba'ye .tJaotlon ie ;,(i ia.1:0"

.Forseolcosfin9s &h!9cl<.oufdefa1/s see Plan-llf Trunion £nd" on sheef No. 11G ror ,,ea/ ca5t,n9 ,! blockoufdefa1/s

.Se4' Plan-Al Gol-e Trac~ /nfersecf,on on Sheef J./o. //G

I I I 5."0v&rhon9 i-r1- I I I I I i- t-i : • I I r /

-8/ockouf f'or .sfo,:, gafe ,seal casfing

\\,L"",.

- casfing if bfocJ<auf

.. .. --.----,-,-, I

2s·- 1.1·•

SECT I ON AT EL-39. 00

EAST ABUTMENT

WALL. REINFORCING

WEST ABUTMENT OPP. HAND

N,,f,:, Ill/ Hurl z. <t Ver/. Re inf: ,sf.,.el t!Jhown in ~hove ~~ef,on~ 1::, Nt;;@l'O" e}(cept as ncl~d.

GKAPHIC -~CAI..E.S

f" I~ o"~ .P:'\1-e-__,.._j -

• 4' 0

,i • I ~d" 15r_...--.._•~ .. 4' o 4" s·

I -1' 0" S". -

,i: a• t ·-. ti

12' 16" 2d

SCA 1..£, 1/4"• l '-0"'

NOTES: .

/. · Ba.!Je ,,/ab Re inf. ma':/ be ,wbJecf fo n•ign upon uncpver1n9 or rocl,, -3urf'ai;o.

'4-,'...-----l!:-:-. -w;;g;J;e({JOinl4 fbt • l~J~j~ONJ and JO;,...,.,.

re<;_u,red for .sh,ppm9 fo bo f,eiiTw'eJded b':J fherrnd proce,.s, ..3.: All 'lerfical Conl!Jf-. Jf,s. ,n base 1-o be e:poxy-eonded.

4. 5-/ fo G-8 1nc/u,,,ve deeugnafes verhoalqale gale qwde locafion,s ·

s. f"ol:' general nofee .see o5heet No, ea

DHCflll'T

U.S. ARMY ENGINEER OIVISION,NEW ENGLAND

CORPS Of ENGINEERS

WALTHAM, MAH,

-~ APRIL 1962

!SCALE Ill'• 1'.ff SPEC. NO. CIV. l'Nl. lt-<>11·1 • S DIIAWINO -9Eft

NBF-1-1111

SHIU 81

3, 2.

CORPS OF ENGINEERS A B C D

' I:) ., I.I

•. 4 :

_ .. -t '8

4\)

1::1 .'I)

/9.' 0" ---

IJ8·f --,--- -....---1t--+1~-+t'"t--r. j

-- - ~'-!Q~~-t_._;-j_L.:-=-:;_-J;_~~~~':.=~=~:r_ -_-=.-:::~:-,... ·1 . f/·14(1/'l[rtpp ., . I

~ l/·l"<!Jt'0··1,ot. ~i ;_··•. . _4:·.~~======~;:::=+==:::;=======+=========+r

· 4 -H,gh Cfrh j~ .·"··

.. -l 17-l(Jj)/'-O" t' " 10·,fJ@./!0" 5· .. ~1-_ --~=~_.:::tj=·~,,-'---., ,~~~-4~·_--=t= ________ ·--·---- ·-----·-··--- __ --··-•,V:•1

WEST ABUTMENT

STAIRWAY• EL.+ 10. 5 T ' + I. '.'7

SCALE : rs"• i'-o"

EA.5T AND WEST ABUTMEt-JTS

TYPICAL 5TAIRWAY LANDING PLAN

sm E '2' • 1 ·-o·

WEST Af>UTMENT PLAN·- Tl:i...:\I\J .I Cr; I: f\ 1\UOM ,-:_.OOF\:EL 10,S

SCALE 1/4", I'· 0"

EAST AND WEST A5UTMENT5

TYPICAL :.. TAIRW/\Y AND LANDINGS

5 T AIRWAY SECTION Els52.17

SCALE 35' 'I 'O"

BELOW EL t 1.55 SCALE Vo'·a.1'-0"

F

NOTE: R~inf opplicol>M /or l>olh s,t/~s o.r o'oor

DETAIL "A"

SCALE. ;1/8'·, 1'-,Y

ELEVATION BEAM BB- I

.SCA L.E 3/e,: I'. O"

ELEVATION BEAM BB-2

.SCALE.. 3/8"• \'·O"

,o·-~-

G

Top of1b11f.E/.20.0J

· \• I 1-'o""cvr.6 El. :uo -l t+-!W El.,UJ,O

NOTl!!: /Ill rein£"'~@ 1-'0 ..

H U.S. ARMY

··-. - - --- -··------J .·::·.:•:(·~-..

NOTE: For ~in/. In obv/rnenls see S/leel Alo. 81

"· ~ _,[CTION W

Cl.10,.5

WE5T ABUTMENT

STAlfi'WAY" EL +2.0.S TO+I0.S

!)CALE 3.f• l'·O"

·.:::.:.~?f:?:

L~~l5~o·

SECTION E- E

SCALE 114", 1'· o"

Wf5T ABUTMENT

PLAN-THRU ENTRANCE GALLERY

SCALE 3/32'1 l'·O"

6ENffi'AL NOTES I.Elfll'OIKYI$ rgfer /'l,A/(lon 5,zol.<1w/Dafvm.

t.ft;ytrlflflt For rumishing I bviding and pkx:il'l<j ofoll :,fw/ nzri?rorcl1Klf1f .lf'if

/xunoriz t.Vl<hr /km t\l:J. S :J !J, ConcMk Nd/ bt1 poi:i for vndrzr lfflm M:1, SS 4.bor 5plicr,rs 3h:J/I w U dfOITJ(1frlr5 oPfhrl :mo/gr tor.

3./lzlo!ls ol'Ea:sf,md ~I Abvf/11(/nhs 0/'11 s,inibr rua,pt /'or tm

Of)(lrr]llnq llw~g:; ond ilrlrp,z ~ c;!';ruwll!le.

(j,,4//~JX}Md av-n:rr.s $1/oll /:le choml',zrw· 4'·. .

7. Pronofz Ul?l,/l;t,n?qnt pxls to :,vif,zquiplTXlnf o,s l'vrnl:sfl(rd OJI fhz monvfo:;fv,vr, Eainl'orcin9 one/anchor bolt dtzfoils shall blr fvrn1:shw to tin confrocfit19 officv for qoprr,i,a/, ,-----,.----.------------------,---,--,--t

DAT£ OHCllll"TION

U.S. ARMY ENGINEER DIVISION,NEW ENGLAND

CORPS OF ENGINEERS

WALTHAM, MASS.

HURRICANE PROTECTION

NEW BEDFORD-FAIRHAVEN BARRIER

ABUTMENTS

REINFORCING STEEL

FLOOR ELEVATION 10.5

TAIRWAY DETAILS - ENTRANCE GALLERY

" NEW BEDFORD HARBOR MA SACH SETT

SPEC. NO.CIV,ENG ·19•016•68·3

NBF-1-1112

SHEET 82

I

CORPS OF ENGINEERS

A B

,-rov1de dow<,/.s a~ ne~-.,ssar':I /', ,. ,.,/1------------v-e.--1,::;::,/ wall sfeel '>r.ove EJ. 10. "i con.,f. Jf. El. 10. s

~ ___ J .:.on:,t Jf.E:I, +!S.OQ

-I f ~-IL-~·-, .. ~ 1----b, ··~· .f: •. J

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:·I~- ~ l'"- ... ( , I' ·r

_J . IL Consf.JtEl.-~.00 ____________ _

---- r ---1~~ .· .. · . J -1.~--- -·~.J. ~. ~.

_,.e_ _ __,s"--, .:~--"---'l-~G:_:o=-·· ___ ,..·_: •_. 7:., <;-..:__.__ 1+-------~z=o_·-~2~ .. ~~-7.,;f f!._QYJ,_ 14·-o .. · we.,f ..

. . . :1· -~ .·.

El. -52./7 -·

Con.st. Jt. El. - 17. OQ

, b , .

. ~ : ·. ·. ~r- ,:_ 4-"Cov.

I Con~t.. Jt. Et,· 28 00

4:·a,v. . .•.. _

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I

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i

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DETAIL ''C

SCALE 3/<j:; l'-O'"-' ----+

·4- ·cov.

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:f :·. ~ f ...

r~· b

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. '.J.

·. i,_:

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H

U.S. ARMY

Note, /. For /ocal,on of ab1.;fmenfs

.:,et'! .sheef Alo, 7.5

f. Forra1/lng .£anchor boll detod.s .se~ ~heel No. 8t;;

... _____________ ~ · ._. ·' _ . ·s;'g.f1.!!Jf':.,ff_§l-.39,00

For Reinf',::,rcing in lJase Slob .

·'?<e:,- Sheet No,EJ/ am.sf.JI. El.-.51,J{:_}__ · i · --1

. . . ' ' I . A •.

----;~.,..;,...--•• ... •--I:"~ - ~--""--

• ; 4 •

--------l ·}

4~~~~--~--- ·:.· • • 'i,, .Sump '.'.JI

-.:.,s·_

• ~ <.O/,~IJl.fl-5/.92 ---1~ -

' 7·,, !)(l!t;, ..

__ , -~:;J'O" ·----~~

£1.-S.5.r tJ I · . · a .o _·.,_ ·t

·._·. __ b __ : is. A ··ti:

_ .......,'-----------~d_,;.·~~~-------~·~-_,;.·.c.·-·_,. £I. -55,0!) __

CM:;f Jt fl. -Jl,.9!'")

MOOflilN kut PfllHT CO., IOfTOH. MA$$, I

----- -·- -· .:'Y:-_ . _7'?" -•-,;;•i·· .. ___ *<;,~J'O" Note: : f-.,=!. -· ---;iii' Hor. i, Vert. Re,nf, 3foe/ SECTION .L.B\ above £1.-88.00 13 "C.@l'O" SCALE V4''•1'0" ~ excitpf' 03 nofe,;/.

SECTION N-N

$<.:AL( 1/4-", l'·O''

. I t I I l r

119,@<:;" Wcsf 1/buf. -..J

- t19ti ,··:·'i':ait i9b,~t:

r-·

·,/; r I I

- 11::@1:o• Con.sf,jt_ V :!b.c-(..

4· 0 1.2.' lb 2,,· 1/t- '";I 0•0,. l!f~iii'ii'.5il!5,l!~•jj.;,· -~r---•'1,,--,...j~· __ !!".~]

REVISION DAT£

N, le, /./iiT Hor. d'. V.erl Re inf: .sted above £/.- •9.00 15 H(;.@f!o•·excepfa:s nofed.

C. FurgeNe.raJnoles.see ..sheel No.ea

U.S. ARMY ENGINEER DIVISION, NEW ENGLAND

CORPS OF ENGINEERS

WALTttAM• MASS.

HURRICANE PROTECTION

NEW BEDFORD- FAIRHAVEN BARRIER

ABUTMENTS

REINFORCING STEEL

VERTICAL SECTIONS

MASSACHUSETTS

DATE APRIL 1962

NBF-1-1113

SHEET a, .1

CORPS OF ENGINEERS A B

,___I~ ____________ s,;_er I i I

0,- -1·

. SECTION M-M

(TRUNNI~ SUPPORT HAUNCH)

SCALE !/2"•1'0"

,-.-2~; ~~··_.,.____,E_Q'.' ,.._~..,._ ____ El'.i'O.O ·it

0 ;.:, .

ELEVATION ® SCA LE Vo"• 1 ·- O"

SECTION H-H

SCALE -1/8", I'· 0"

Con~f- Jf. et. 10. 50

SECTION J-J

SCALE 1/2"• t'· 0"

I·

C r,_,, curl• '! · f ,L .-, --, "· -• J. - I- N1.1. "13

fl. t:_?_O,OQ

--.,,.:;t,.·t. Et.+S.00

Con-el._ Jf. El • ~- 00

_Con,sf. Jf. E/. - 26. 00

0 ., \J ronsf. !I L--.~,__- eT:: ',}Y( o

F-F

.r

D t- _____ , _lj -'•-

~:,;._@M'O"= /04 ~o·

SECilON C

SCALE ,V8'•1'0"

F

,--Jflxtel /roe,/; blockauf for d,::fail . = .sh!Nt ,W. /It;;

G

Con§f. ✓f. El, -99.Q .4" --

H

~l_(i,- ,,.'7@>/~0" all armmd

-·74 ·/~I)/~()·

___ t --

U.S. ARMY

Width of sf-op qote b/ockouf ol-/-rtJnn/or, 'b/ockoul-

~/. • 21.00 c7 --l=--+--+-'-T.-'-;runf"IOn

________________ 105~11" _______ _

9z'. ~" _ ------,-----------------j..i,5~,41.~ Wi,.,'h of' t1fon n~'-> ---~ ~kouf.~

_l;'I. - ;?O. 00

~cmUW '""' ; -- . ... . .. .. -- , -- . ~· Cor_,§.~ J_!:_p. +15.o_o_

II)

I ~:

Const. Jf. el. -~-ro '-' i

• i Ill'

Con:sf. Jf. El._~j7.1oo 'l)i __ '' i

I

! i~ Consf. Jf.cf.·/!8,00 ~:-

SECTION K-K

•;,·AL[ V•,'',1'•0"

rord~toils or ~top pt,z

-7 ---: Widfh of' -sfop gate blackout I

__ ....,, ----,i----,-r- between f-runnion bfoc.kouf.s t-·

- Trunnion A=mbJ11 e/ockov!:, 5€£ Smet II O

- ~'-C)"

SECTION G-G

.SCALF.:~"• 1'-0"

I

L_

· 1~3" Depth of -sfoo qafe .--:e·al b;;. arn bf)·.-f(rt1-I.

E LE VAT I ON __ ...Lfu SCALE 1/fi'• t'·d' ~

---,-, .. T ~-r.--·--<1t----"T

(./ 9v1"® blockov.'s 91212 ~t No. II~

SECTION L-L

,<;,/\LE 'le-."• r-o"

GRA,PHIC SCALES

/!'I. ,,_20.00 con at, Jf £1 .. ,o. so

Consf. Jt. E/,•t:.00

_ __ _ Coni,I: ✓f: El, -17.00

Can.,f. Jf._ £1. - 2d. 00

______ . ~p_ns!-. Jf. l!I, ·.39,00

----------------' §IL2!>5,00

)Jof-es, /. for genera.I notes see Shee f /Jo. 82 Z. Defa.1/s .shown on fhi:s s/Jee~ .iZ.re f:or the t:asf

/lhufmenf. West l'lbufmenf is si111il«r huf opposife ho111d.

MVISION CATE

U.S. ARMY ENGINEER DIVISION, NEW ENGLAND

CORPS OF ENGINEERS

WALTHAM, MASS.

HURRICANE PROTECTk>N

NEW BEDFORD-FAIRHAVEN BARRIER

ABUTMENTS

REINFORCING STEEL

BUTTRESS AND BL0CK0UT DETAILS

MASSACHUSETTS

DATE " APRIL 19.62

DRAWING NUMIER.

NBF-1-1114

SHEET 84

CORPS OF ENGINEERS

A B C D r;:

t r;:

r;: C

~ t

~ Trunnion er-,wnE/.ygr,,.,, I. ,., .IN g~/e ,.-;11 I on.r.. v,,.

v'm 11,,-, ,lM'1' -E/.-5/.aJ ....------, - - - l

. _· ·. ~i.J

£1·_,t_-f:_./7_ C~f. ,.//;

---r·8'~ _5-o" I. : · 7 ' ., • .J t il;O,:J:8...j l\i

.'1 L ____ : _ _! _____ ll.!r.0

Crawn LJ. Jh.r/i!-:, \~ , __ Cor,.sl, .#.. Et-5/. 00 _::;_ __ --.'~)I·_.

.• 9. ,,,, E/-,f/. 17 Cons/. Jr.

..---- £1:-.5.f.Cl, ;~ o· :,_g•· - \ -----~---L-~--------------¾f}:.,"b::i~'en.;')1!;;7,i';!.'k,'-'1,,-,g~---~--~ ----------------------------------- --- --- -_ ____:::,.

SECTION A-A

SCALE i/4 • 1'- O"

-u t j

~ \j

,: t "i t)

'I, -~

SECTION B- B

SCALE 1/4", I'- o"

\'i,'

··,Oa.

'•,C:--

All re1nf'orre177,>n r ✓n :sec;l-/on,s "A•A; 08-8'~ or,/ "c--c" /5 ,,;;; @/-'O" 6'QC/1 ""'"?Y un/&SS ofl,,erW/5,:" /70red

SECTION C-C

SCALE i/4"• 1'- O"

,. 5:0• s1d'

GATE SILL PLAN

-EAST ABUTMENT

WEST ABUT, SIMILAR AND OPP. HANQ

SCALE · 3118" • I' -d'

SECTION E-E

SCALE-S/tC.'il~O"

--'--+---------------~-~-o-"- --- -b-------u==-~o--,,---- 1"----------------_ -_ -__ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ .... "'t~::: .. ]o~-::========-~-

,-Ill/ rock confocf,3urf'ace <Jnder -1-f,e qall•rt,1 and· 1 ,.1s .shown for.sta,rwt!III and 9allery ,n· abutro<,,nf

.sholl be_ treall!ld yo/fl'I ~poxy r,us,n b1nd~r ·prior 1-o ptac1n9 caner.,., A.

F r

GRAPHIC SCALES

b-::r:, ""'

!118'•1~0"

"-",1:0• ,. o. I'

I Yz", /'.o· 12" r , .. 3" 0

~-- 1'-0" 41' 0 ""'

-}j.;,1 ·-0,.

4' i 2' 11 0 4'

H U.S. ARMY

-- ----:-tf------------ff>" epoY.11 re,,in h1f_,_111111'->o,1s ,., 1-:.r, ,Lr 7ne ivot<!!rproo"1n7.

M . ' . . ~ crvny, ,P~/ ,-,,~-,, .e~

-··, =· · •. ~. ::: : .~- .·· .. ·:· ~:~-:·. :z;: ~-:· <t:· :._ .- .

,~@,.:o• - l

-- ~6(8)l'<J'C.C. -----i.l ;,,· ' i •• ~ . I ..... _ . .-::, ........ ·<Ll!

SECTION D-D

.SCALE.·. 3/1/o• l~O"

For su/77,P _pump /oe/o// f<"<"' :rh 9'9

TYFICA...!..__DRAINAGE PIPE

FROM DRAINAGE_ TRENCH

TO SUMP

_J_YPICAL PART SECTION

THROUGH GALLERY -·-··,-- -----

"CALE i/2", 1'-0" SCALE 112'' , i' O"

NOTES

l f"or genc'r ,I no f,-, 5,-,;, Sh 8 2 ?- All ver/;cc1 Const Jomfs 1n gole s,/1 to be epoxy boncled .3. Con.:,trucf1on Ja1nh; at El. - 62.17 and_ ~l--44,/7 and al/ vertical .JOtnkJ ,n 9ale ,,,// includln9. _ _J,omf-e -.between gate a,/1 ano' ob<1/'rn~nfahc,II 'be epaxy banded, .-----,.---.-----------------.--,---r--1/

4' J

2' r G" 12" e,'

•• 12'

U.S. AftMY ENGINEER OIYISION,NEW D«JLANO CORPS Of ENGINEERS

WALTHAM, MAIi, HURRICANE PROTECTION

NEW BEDFORD-FAIRHAVEN BARRIER

ABUTMENTS

REINFORCING STEEL

GATE SILL AND STAIRWAY DETAILS

NEW OFORD HARBOR MASSACHUSETTS

DATt: • .-AflRIL 1.9U.

SCALE AS lltOWN SPfC. NO. CIV. 1M. •H·S DRAWING NUlilHII

NBF-1-1115

SHEET 9'

CORPS OF ENGINEERS A B

1 . /".J" ...

.,,.Anchors-..

,.._;;'--'-..;..· ..;;..'1.:=_:.::.··_;;:-~--=-=· -;;;;i_ :::--:::-:::-:::-= 4 .,, ',1

-~----~=-.s,-~-o-6

- I ..,_

'i;i

I •~,, WI! .,

'l i ~I ~I ~- oi

! \,A -t - I --

.J~' O,D. Sid.

Steel pip~ r - -- - - ...... - .. -- - ·- --J.. - - - - - , ; .._,-.,.": -- · //4 xc¼ Anchor

' t -, !l !b0 ..eoi.1ed' A:n'ren i5e I

I

~~t--

I .Jl2 -l I.V:f--Ld)',0?

I

14":

8_.!\ I ~:, I

Hon.#=- :Jb f s--i :

I I

A : A ' :-A L_l J '--- - -- T"T"-- - - ----- M- - --- _J

~ ' \"" .. ., " V .. ~

SECTION A-A

rCover hi?

1--

__ t__

------'S'-.

4A ... 5 ~----~ '- Pvrr J'/Jreods

PLAN

':>CALE 3/4", I' - C'"

ACCESS FRAME 8

SECTION 8-8

SC~LE "·"•i'-C'"

COVER

( OPERATING FLOOR ELEV. 20.5)

Cop~--!, GATE HOUSE NO. I

• ,ll)i " 4

"''o..1

!I"~ ft'on4'a,rtl WT.

.; p/),e J/trtlYe, p,;t:,,e

- ro~ ~o'/1?/2 p/oct1-

INTERMEDIATE POST END FOST WALL CONNECTION

ELEVATION

SCALE !"• 1' -0'

EXTERIOR PIPE RAILING DETAILS

SCALE 31,1" • i'-C'"

SECTION EE

SCALE 1", 1'-0"

HIGH) .. ,W

SECTION C C

SCALE 3" ' 1' O"

FU'dUNG

C

--T rr=- {q' 1-

~ I '\) i ' .,--.

.ex I'£

D

EXTERIOR L/\ODER

( GATE HOUSE NO. I.)

set.LE :vs··.,·- o"

!h"tfi:f slee/ n:vl/'?f' 1,/i"J( sl're>ng ,0/,,()~ ,,o,::,m

J+le/0",=' Joh~

•I

See <l~l<11i 'L •

INTERIOR LADDER

( GATE HOUSE NO 2 J

5CALE 3/B'' 1· -r'

I,!"--.,:_.---< ~~--' •

:Set' fesl -?" fron, er,j,e OT d<1/r-S

'Roi/ :rer ,1n ,e~,' llV ~P{De fm...e <71?<Tc'avl~ w,J'h Lt!ad

STAIR POST WALL CONNECTION

INTERIOR PIPE RAILING DETAILS

SCALE 3/4"• l'-O"

-~I 'L

F

I - r.2"

4 ·,t~"x ¾/ ~ S,o',, n::,,'/ tr-.,_+-lhl t;," x ¾" .;,vv'Ae

DETAIL "L"

SCALE: 11/2"• !'- O"

i

2 • i6 5/.)f wr,:,~/ P/;,,e r-<1/h07

INTERMEDIATE

~o/v,:7n/z{!!Q ,f&." Rovno'-~n Cho,-n fn~Arl/r

·i·

' C)

' .4 ...

SECTION X-X

SCALE:! l/211

• 11-0 11

Y:z" .2)t''x )t',I' /,en/ II

DETAIL " K"

SCALE I 112''• 1'...c-"

EXTERIOR 5 Tt,IR HAND RAILING

SCALI: 5/411

s r'-o"

H

Th1ckne.ss or /le <1S defern,,',,,ed -"/'. rne Pu=p Monu/oc r.vrer -1

U.S. ARMY

Lot:Qr/or, Or,UT~ s,:,e cf' bolls o.s recol??mendrl 6/ /ht' ,.Cvn?,1/'IJ'll', 11'/f-er ond Welb' rnvmr ;;,/- Carn,rs

SECTION THRU

SUMP PUMP FRAME

SCALE 3" • 1'-0"

2 ·x· .5.lrong Wrou_p/1.I- l/'U'?

p,;o~ ,Pod

END POST

fl=I /,qr ~ 11111!1-:.?~"""('£::!;::ilii•li Grind Sn,oorh, f','/1 wlln sok/,r t,efween we/d'.s ro S0'711:! ,on:,f'J/e' os W6/ds-

.P,rov1~ ao11-shp i?O-"'?fl For o// 1hlerior $?lvr -f-~

SECTION DD

FULL SIZE

/0 >< ~ IC /-0 ,1/:-.,_ 1/h"!ho/e.s

BASE PLATE

SCALE I 1/2"- l'-o" !Core zJ{i 1 t:.H20

__ !Y,,<r. ::,,_ · fo~ 7}',oe ~ 2:0•

-#-,/"h.htne ~.,7 FJt,t .. n:?n.:,✓on .sl'v~/d'

Ci?P Ht:>n <1,P~1ve r.r,"'°C/c/'f

CABLE HAI\: ,_,< FOR 1~/\:iiC''T_ 1_· (,ll[CTIU\J

T1_ro "11" 4 Req'1 ~ (J.:r ,\t,urmer,t ·o, 10co•, · ,:,1>ee, II.? )

Type 'A~ 2' R~1 'd I I ;Jr." Ab1Jlitii nl z!. "..,

• I

TYPICAL SECTION

NOSING DETAIL

GRM',tlC SCALFS c·· r-..~.._""!-:_ - -

112", ,·-c

4' l<?_~::.J

'.::>ECTION 8-B

0 2· ,14", ,· ,..- P"'liiil"!"'.'iiiiii'"'l-oiiii---"""iiiiiiiiiiiiiiii~ ..... "'-""'-J

YISIOH DAT£ OESCftll"TtOH

U.S. ARMY ENGINEER DIVISION, NEW ENGLAND

CORPS OF ENGINEERS

WALTHAM, MASS.

.HURRICANE PROTECTION

NEW BEDFORD-FAIRHAVEN BARRIER

ABUTMENTS

MISCELLANEOUS METALS

TYPICAL POST /~ ND RAILING DETAILS

MASSACHUSETTS

DATE APRIL 1962

SECTION A-A

MOORING CLEAT

SCALE

4 REQ.D

; 11"'·

3' 0 3" __ r;"

3", ,· -c" ~-rl·~--•."ii-■-■----~~""'!'l

SCALE AS SHOWN SPEC. NO. CIV. ENG.19-016· 63•:S

DRAWING NUMBER

NBF-1-1116

SHEET 8S

I

OF ENGINEERS CORPS

I /

4"/'/hre fo slal adapfers

<1-"l"conduils

A B

1/ ..___Flaqpolel El. t-15(approx) (base a .

' "F. ~ "•8"x4 '" /-8' • ,, 2 • /B"x/8 x6

"-, Juncfkm

For conl111ua 10 . I.' n sashed 100 condui/5 2-2• telephont; ef Up to tel cab!n

I I

34• conduit d , •w,/•:.sboar :3*1;' 10 ' 1

C

'b ' connecfion lex, ,e f. '/ 'A • ~ee De a, ;. conduit. ,,19olion tight • ~ st>d no.

t*'Z fo c,;' 'l swlkh L SL 2"12 fo om, 1.· h/5 shall All 90/lery '~1.

be YG·I, ,owo .

torNo.Z, (,-11G to 9,uf•,~ r•c•pfqc/u .?1','C., f J;ah s q • I

, J.f ~ 0 ;. ~b"f-,1~r, ·•en•• 8: confro in ·"· t• lim!f IIW'I ,. 151,e tc 9,_~oJf,•

SECTION A - A"

• 1'. 0 SCALE 1/8 'i

J"IZ too lier,; room "t? _., ··c"Jc fo,._ba cud Ce>ntrol --7'4 avi,-,aaon f'or n 7

/IG·S· 60waff f 'Pico/ al of/ stirwel/ lt9hls.

. ro J'umn,oump

EL•$6.0

llARBOR SIDE

OCEAN SIDE

PLAN , ..

" 1/16"• , .• O SCALr.

D

"I lluy roan> s. •-z•tc ,'o f:>a aid confrot r-, navlq,:d,on }'or

El.·~2.11

Et-ss.o . .:i.•. • .•

E

" ,,,, "" I-B"x8 X .'1'

Z • 18'x!8H" Junction boxt;>s ./ s, $3

.J,nualt'on For conn f /00 see sha

ON C·C SECTI ,,_

SCALE 1/8 -

F G H U. s. ARMY fl I ,, :' . .':.~~-ti::

•I•,.•.,.• l-8"x8"x:!"t• /2-18".<I~ boxes 1unct10

4"/ibre fo .slee/ adal°fu·s cbnalu,ls 2-4• ldephom: SECTION ~ -.. D

/4": 1·0 SCALE. 1

,=/1,'t>ds ./, box- Cn:,u~~ G,RF-2 or e9uol will> blank con•r and 9oslref.

, ¾'.LD riny/ JJ loni 'bl~ coupling coofed ;,Xlds £CJ2J3· Crouse ntn

S371 or t-9uol. , € \!I ra 7) 2 • "% ext.

fle,x,'ble cable, SECTION E. E

'-'· 9round II,?/, buila,n9 ..,.,o fhermicolly , ,,, ' Exo N,;,,/ fo lro::,. e!.·3:,,o

/ wt,. . --

,4 ... , •

·. '·1>

\ - --r

- , I Sec/or~

I t 1 . .,,,---in full opM I I' position I I I I

.J. .,, _ _j_

-"t- PLAN

"A" DETAIL ,, -o" sc.:.u:. 3/~

NOTE , s"~et sholl be fll/·· II~ f S All IY,r~,,,nlfe,; @ excep 0 d for tlrlr1<?r Id\ t::/coled by fi!.; ·

- ENGLAND R DIVISION, NEW

1111:>' 1/16"' 1' - O

1/8"• 1' - 0 ,,4' 0 4' 8' 12' 16'

1/4"' 1' - o" 1' 0 4' 8'

3/4 '' I • . o" 0 2' 3'

SHEET 88

A B

51;,! 7"

. ------------ ... I'~/"' r&,//7 ·.· concr,z /12 ,p!&ll/"orm

cl. ,;o. 00 J/(!./a/ lhrfl5/Jo/t:I-

<5" due,' lo £x/,aus.1- )..._

//anlil;for , U ..

:l.

12~0">< 7!ft" mfl.lal 011crl1 fl ad door

(see de/ail sheet n• 'ft)

' STORAGE. 4, R.EP/:1112..

t·t .. o' ··-· . ' :::.L--,,,,-, .c-:,c-:,-,~c-._--: :•:,-_.-.,,,-,•-, -, ,-,-----------

't" :de/. pipe ro/1

OP ER.A.TING f l O O ll..

'$ c II L &. ', 1/4" = )'. 0 11

Fin. fl_ £t./O,$

C

Tit~ NS f O D..MEIL FLOOD...

D

S I D E.

-1 r···

I t ,, Monora '/ orer -~ r l _J

I '1: 5 "_ ·--· --·

S I D E.

_1-...:!?_'.'· .L~!"" •,> I

-'f°

- 4-" high cone.

curb, \.61L TA!vll

/' <;>TOli?AG& IZM, P L A hl

175 c;e/ oil lanK

' 6

I ii

'• 'O;

' -t

~---; 10 ! o"x 7;0" mr,lo/ j 'l/1/Qk<Z 10<IV<Zr j 1 (see delo'i/ shee/-f , ns, 91)

~1 ct>I

F

?0!10• i----------------------

I

I I

/<o or (,I f'ocfor

I - - -•--· I I

I I I I I I I

6u/ll-up roof'/ng

I l_ -- - L

I

-- -- J

I I L __ _

I I I

- __ J

Clt:iwn<r',' I {see delo,~· sher/ I ng re } '

L_ J L

5e,:7"

H

,. :1.

13,i8

~ 4~_q..::.__--+-_____ l3_!_4-~'-'------+

' s!tY.i ,:.: 113/4." I s:2~'

I I I J

11,iKff~~ :),"}~~- illll

,V.1.c.

~: // 3/4"

U.S. ARMY

1----,--------------------------------------------------

R. 0 O F TOW!:.R.. FLOOll '5 c A L f,-: 1/4" a J'-o•

~-=15-=.!4" __ _

• _('.l_ . • r- (wall~do;.,~

I -sf,u./ /cu.Ider II fo /ow roo r

/fool (//'actor. 12.

L. p I~ bvill- vp

I .1

4d:

I

1"¥,0/p i with I roo T ,,q __ 1 qp ti"Q~0',11/

~nc, s/a/J.

I L~H/ roof'--- I E-L 4.3,t;,7'rop ofs/-,1, I I I d"lng/J conc.l;a:s

I 3 :o" f--~ -;r-s:,, ,, I

-- "'1._ I L_ -- -

-1

I

-'".tf4't'12 wi'lh cap ~-~•wit cone, :s/a,6, ~I. k,, r.7'Top of' 9"x'l"conc. p/er(Stt delail sha,:/ n,;z 92} l i9hlninf prolecl,"on }'-;:'¢ alr ltzrminal each corn,zr(Tf/pica/)

Moun ling_ plallbrm (Sfife·a'el.;;;ii' 5hraeln11 rt )

REVISION DAT

p L ~·\.!

I I

• I

~:Cof'ptZI7 Air lirr,,un~/ oown con(Wc/or t IGl-lH.JII-JG PROH,CTiO~

DESCRIPTION

US. ARMY ENGINEER 011/ISION, NEW ENGLAND

CORPS OF ENGINEERS

WALTHAM, MASS.

JOWE!L IL o o F P L A HURRICANE PROTECTION ':,c~Ll:.', GRAPl-l IC SCALE

•' t I 41 0 1/4 .. 1-o' ~ ..

e' I hlmlrrm;;--::--r-1 NEW BEDFORD-FAIRHAVEN BARRIER

OPERATING HOUSE NO. I

ARCHITECTURAL

PLANS

DFORD HARBOR

MASSACHUSETTS

DATE APRIL 1962

SCALE 1/4"• 1'-0" SPEC. NO. CIV. ENG. lt-016•65-lJ

DRAWING NUMBER

NBF-1-1119

SHEET 89

M00PN M.UI nlHT C.O., IOSTOH. MIU$.

A

B

~l~e./ /a.:hle.r /'or de.rail :>£1Z' 5/J. 110.s~

C

D

.1 "l

L.p. roofs/sh !:I. .35- ~5

Me/a/ ladder

F

~~--.....___,Concrele)

4eJ"e>fhavsf ile filaf"r

_,_ ~-~-o•:. - i- -rranslbrrner I'/. p ~ssay, : .

- T I

. .J..ll'-1. eo. oo i=~ "'

----- ---·· - ----·- i!:-1. /0. !i7 ___ ,r:=:----cL.-. ---· ---· --'-"'-----"-..J-·---- --·-

, c:: A .L~ '/4 .. • J'-o" -· s-zt2 9.r.6 v,ls lopf del,flt~ sheel n°'/t

~Noodlighl (/'Or base de/ail, see sheel na 'le) rop ol' 5/ab tmJi'.~~======~~~=======~:E!!!l!lffl!~{_ t:1. 4 3. t;,7

~ ~,,, · ,J/ums,nh§Jlu':';ash

..--concrefe·. - ·

. : :,. t.

· •. 'o ... \ • ., • ...

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-~.::i" . .5/,;,,z,'

. Ir•"-" h6ngrr __

-e,,1rc1cJ:

sa...., t.. •; 1/411 - l"-0"

I

I. L ..

1'-6'.' a--t---'-'----+---'-1----------------...;._---,,.

I ,l •I

1;

1!

p

I::

t,

• & () cs

IQ

Cl ..

I bl

Sf:.CJIO!J ® ,:=,c AL f_· : 3/e,11 a:,·-.-"

T

:1''..:-4'; lto~O.C, I.,,_ J's- IF~ o.c.

cone. slai'r & piprz rail

-Jlcousl/c Tilt2

(concrele bloc!< ,s-lair enclosure\ -v- ·1

... .. .. !... I .1.S: . J T;-

GR.Apl--ltC 4-' 0

SCALi;..s 4'

1/4"= 1'-0'

~le,". 1'-0• 4-' 0

P""liiiZ"5i - -

G H U.S. ARMY

&onor.a,1/

!ouv'er@

_f_f;-/. ?O. 00

5£-C T 10~ @ ~c;:...._. Le-:. '/411• 1'-c,11

4-' -, i'loodl,thl ....__ ,~.'?. t

I

,StZIZ w/ndow da/4f.Ts, (sheel n9 95) ftEVISION DATE

~ row•r /'in /'I.

_ _!!'· 35. ?~ . ,•

,a,Jjus/al,/e t, •• "~

DUCfllPTK>N

U.S. ARMY ENGINEER DIVISION, NEW ENGLAND

CORPS OF ENGINEERS

WALTHANI, MASS.

HURRICANE PROTECTION

IV

NEW BEDFORD-FAIRHAVEN BARRIER

OPERATING HOUSE NO. I

ARCHITECTURAL

ELEVATIONS AND SECTIONS

BEDFORD HARBOR MASSACHUSETTS

DATE APRIL 1962

SCALE AS SHOW SPEC. NO,CIV.ENG.·ll·Ot6·1~ • ll.

SHEET 90

DRAWING UMBER

NBF-1-1120

CORPS OF ENGINEERS A 8 C

lr,• ,;..,!

3 PLAN - OPERA TING HOUSE NO. I ROOF

SCIILE 114",1'-0"

#1,@l'O"fo ~ · ·------··----!!Jf~ .... -·----- - - ·---:1 "..ff_B!:O"bol: c_, _:_ ______ ---Ji ~---

I-..::

-~1~ ', --- 1""1""'"'"""'"'t"~=-:::;·;!--j-;'.-~---~·-;:!:==-=-·-- -- m

•r,,~/!0"

-~ !S ~ 10:0•·

LJ'q,~11J_LT_O 1d or; l.•fl'orm

(i) 1·-0·

MCIDQH llUr Hlll<fT CO,, IOSTON. MA.SS.

fie,,' 7• -·- , .. -·- --,-··-··--. ------ --· 4- •(,~!'0" fop ________ . __

PLAN - OPERATING HOUSE NO.I

r •~ exfro • T-J,O c /Jot:

!._~_€ (Q'fop f_ &.!_f._ ...

SECTION J·J

SGAL E "2", 1'- 0"

PLAN

VENTILATOR EXH,i.lJS 1

SCALE ~•• i'-0" .

(i,' ,,..

IEI .% ~/ ~- . :,

#•" ;·-o· _JZf1 __ ~• .... ,-~LN' 4.1 dia.

}Pf~ :,..1 ,.

J~----"1··

SECTION_ L-J

:·.:.;1 I ·: ' ..

FLOOR

SECTION K K

.. SCALE\' r.r:"

D

.. ..j

FB · 8

SCALE 0'a, 1' Ci"

F H U.S. ARMY

SECTION A-A

SCALE \f, l'-0"

BB - 2

SCALE 319"' 1'-0"

SECTION 8-8

SCALE 1f',1'-d'

R.8. - 4

SECTION' F·F

SCALE 314", t'-0"

SECTION E · E

SCALE ~2•, 1'-0"

------~IB'2" _ _ _____ --~

o· 1,'a" ________ 1-i;"

:Cc/ ,;,·s~ol, ~

~ ~-:-:- --:;:,;:_ -;_~:;::_ __ .....:.=_, - ;.:-,> -~.-::. .. ' -~ ~- 1-

\ :'L,. · ;~- _ J --· ____ 3-'IO __ ~ 1

: I,%" cl I IL'.· • ,'.:~· -----A_·'44 o S1firr11ps<f8 ·__ _ _ ___ __ ___j_).i· (_ F.BAi, GRIIPHIC

3· 9" . 3·.o· .

_ -· ::• ·; ~~r/31, .. _1

· • · --.~:· -3 S!1rr11p:1 ,· , ::.j b 3/8" • l'-0" ~ - l'

;;.J

SC/\LLS

. "-- , . -1 ' _, ' ,, .• 2·'8

---t . I iy,g I I O 2 3 4 5 112" , I'· o• l!!~iij!!iW~~liiiiiiiiiil!!!!!!!!'!liiiiiiiiiii~~I

,. /'·C.~

...5£.G.TJ.Q.N_ !'i:tl . 3/4" • I' -0" 1,.1!!' !liiiiil!!!!l4iiiiil!!!!!!!!!!!!!!!liiiiiiiiiiiiiil1!!!' '!!::::=J!!!!!!!!!l

SCALE o/e'' 1' · 0

•4 Sfirrvp5@.!!'"-:-. -~~=fj 3·'/otap t bof

F. B. - 7 SCALE }a", 1·-0., NOTES n,·

SECTION C·C ·

SCALE \t2", l'-0"

SECTION H·H

SCALE 112", l'-0"

SECTION M-M_

SCALE 12' i'-0"

1. For ~~n,ral /1CfdS s,,, s;,,,,, .Uo. 82.

.------.----r-------------------,r-,--.---.

R:EYISIOH DATE OESCIUPTK>N

US. ARMY ENGINEER DIVISION, NEW ENGLAND

CORPS OF ENGrNEERS

WALTHAM, MASS.

HURRICANE PROTECTION

a-.;;;...;;;.;.i.-=~=-iNEW BEDFORD- FAIRHAVEN BARRIER

OPERA TING HOUSE NO. I

REINFORCING STEEL

PLANS AND DETAILS

MASSACHUSETTS

DATE APRIL 1962

NBF-1-1123

SHEET 93

I~

I-

2-e-

6•

1-

CORPS OF ENGINEERS

4.J.Ji· ,&12._ ::2'L_1-~d'/·O u 110 ,l-·?41/t) 14 \ci u _ ~ _,-£1.43.67

,QI-- I J.-j :_ '5 , , , .. J-- ' r J-27;-_;, f l I o /hays l·O tony(lyr ,,,_ :/2:~,r i,'!I}{;;_, ~' I.;;~'· ----'&' d1a9onol$ 4'-0'lonf

~I :---··- ,,__ __ Tf:;,.~-- I ~I• 1-- t -.. --·- ---·-- : .. ;.,~-., ~ ~ - ~r; i ... ~r;~ :;

.:;J- ==t_:: 1 Cor.si. Jt.

r.-,---------,--~----.----,-----i-J-------------,--,."------_-_-_--__,,➔1- ,:..-_.=;-.::_- .-, I ,- .=--__.::--, £/. 3£. 25

1 L __ J L._j •. t_.:J :fl __ ~).:t.. _-~-Li. I

3~• .: .. II _____ -----------_-•• --------_- ., ·;_p:f6- -- --4 Const. Jt. ',l@f.'(}",,,p(bol - ~ -; - - - - ---- --- 44,. :,~ l'·P-~n.f..~-- ----'- -- - -- /!,; - - .• : ···; - . , @ J!(/n./-4 . £1. 3 2.2, IJII.'' 3}f "' · !?• ~ ~r-1·1,;. · -•· 3½' _.... I - - - -- . . .. --- Ii I

-!------------------ -- l- ----~----- · -------------l-1 · ----------- , !

' . f .... ' 'It,, . ! ~ .,., ____ _,_,___ .. __________ --,,j.i f7•"6__@.l'-tJ''nJ. I

--., 57-" 5 liu /'-r f.f: ', ~ :··r· , ::!: f I ' l• I

. £! g__7,u._ c,::,n.,-lr. Jr.

3~•

I - ' 57,•r,r;t:o• II.I {ifaw~l11H' ,.. ·-·-~,,, -- - . . ' .• I.

-- :-~-~--:.: __ ;:_=-._ - ____ ;__{ __ ;_ ______ ;__,I. :57·:::::.::._ -;.~--~-~ -~~:~ '------- ~1,~l.!':::=F.=l.~~~0.,.,..51 .. '0_

~•<,@f'.O"eoch way V ..... 19'0~~. - . --- - -

I (' .•

\, , l#ss, 1..:,p .(1 l.4· rs!(J"i•) "- Q,>J _, ,'O" rl ! ___________ __ z3:o .. ____ __ _

_ .. 1---for defods ol' reml'on:1ng • t---- ,

- of btocKov ts see

Shed B4 • ~~'lo Dowels &l'0"

I•

. I·:

I

- "T •

· \z/i,@/.'Q"eoc-h -way for deloJls of' beam tetnlbtr:m see Shul No 93. ----

--- :!. ____________ ,_!5!8" ....... ·-· .. _., ____ _

·I ~"-4~ 1-0"eoch woy. each fbce

·1

!/j'Cov.

=: _ fco11s!:...:J.!___ i[l.27.33

4- •~ ,11 co/Jmn Prov.de 4-~ aowel&

·-z_ 1--of base of' colvnm

'S' Dowels&;:,,--

£1. Z 0. 6'0 --7

,- £Cover

.--- ~ 16~/!0" e9-f,'/Jci'ace

>-*.:i@/!O"eoch l'oce V s; ~r.@FO"

- 1At;T tlf.VA:10N _ lt-H_,.__&_7._. A_!"_,-'11_1?_7,._ _________ -- __ _

NORT+l~~ou-:--~i ~.:C1i:)!

----- - - - GRAPHIC SCll:.ES -o' f 0CAL.f '. Y4''cl'•O" ~,ALE-; 3/e: /'·0"

O'

.... ,.4 ..::..--...-.... _ ..... , •. .-, ... -.,...4,'· ........... ,A>•·•-••'--s:o· p F.B-C, I I F.B 7

U.S. ARMY

uzo.so l!H,n,r.tf

.:: ~':5fP/!O" (4'0"l5)

~I I ·{'f 3:,_ .. . l,·r,+ _______ _ {!:3~--.-----~ -~5--':o;_·._. ----1..i'

I

NOTES '

,_ Dm,ms1ons of' a;:,emng svlyect to mpd11'1cat1on -to-meet Mfllt~ments of' gafe dnve mec/;onrsm l'vmrshed for odcltf1onol de f,71/5 ol' openrn.9 see S!ied Nos, 89 f 35' - ·

2, Forgenero/ noftl!!J 4e., 4,hs•f No, 82

-2

-4

-5

-6

,..7 ,----..-------.---,------------------.r--..--.---t ftEVISIOH DATE D!ICRIPTtON

U.S. ARMY ENGINEER DIVISION, NEW ENGLAND

CORPS OF ENGINEERS

WALTHAM, MASS.

HURRICANE PROTECTION

av

DES. BY I OR. l!IY 'iJ;;:8Y f.,~,T- F. 8, ;J>p::

••··-;/•; JI / , NEW BEDFORD- FAIRHAVEN BARRIER .-a l";,r-:;.~7!J.""' 10

" OPERATING HOUSE NO, I

IUI•~ ,., -o REINFORCING STEEL 11;"·-L u _J 8 ELEVATIONS AND SECTIONS

V". ~ BRANCH NEW BEDFORD HARBOR MASSACHUSETTS

~ \'f'M~~ a APPROVE~ J/_ ~ •' .\-:":],\ DATE APRIL 1962 / f't .... a JI. F/ I ijNII

V SCALE AS SHOWNISPEC. NO.CIV, EIIG.·19·O16·63·3

DRAWING NUMBER

NBF·l-1124

SHEET 94

CORPS OF ENGINEERS

...J

Ji z -1 :r \J

D.

A

1- ./'

I_ -i I "- I >~ I r \ I ' . I >---<._ I i I

(~ I u _..,h Ou/Ion ...

or 9BIQI conlrol

L- 7

B

,',1: ",.. .'J_",.. t,·; 1'.'1 ,S'I. -;.,_ ; ...,_

,g/ •'",,·iJ'/''.:>lt. /' c:su/k.

i--~J· ~c~~.

• . I . ) I) I or ill ~ '¢ ho/.,, ·~ · f'or 1/4" '1 bo/fs -..: I e, 1' o- e.

I

C

D

- ~ P/y builf-up r,N(,i1g ov,zr cone. slc1b '\

I

,.,- -;t"/ooa'l/9hl sup1 -;,o,· I cooc.pad. ,eo,- de/;v;' see :s ,?ee f ,?~ 9-2

---.J. T• c;,.

Jnd«n!

[.5!ZIZ da/,.il)

'2",;ld p~•;,,;, r...,i/ o,orzr. ,11.'.

-~Car,cre:'rz --·

..J.',1,"r .. .5ash \

[~,~] C_,-~,.

I .

I

I=/. 20. 5 ")__ I-=~==

F H

<CS 111:-x havs/ ven//lalor

Nela/ gr~v,z/ slop - ~ ~·

.5•-0" ,- I()

• cs lfl

.?<i:ck ··,:/. ,zo. 0 I (., .. • .6

·o

~/. f0,~1.L___:, , :, 0 1, r R \ T · r JG .-'c ~• I 1i .. , .o··)ri

~l4'' = 1!.o• 51Dfa-________

D ! '\ \, t ~r-4 I ..., Cl' -.i:, ..5ee al5o, addt'lion,5/ l'l;:,shing dq/ails else wht2re this snee I.

1;,6. TG- MAC 1--l'V ~L6 St-i 1 ~JG

'5>CA1.£:-:

II',/,

l'Pl.plali'orm\ e''e-xh;;usl veo/1/alor /ii. 35.tJ3'

Join/ cov,zr.

. c ....... ---v'-----------i[t-------v-+ r-:··----. ~L!;.\A TiO}J ---------- ---···----·-·-··

50UT~

--~··~---•• .. i o C'I

I .

I

L- P. IZool' s/.;,l,

• ·l•" .. -~~~~~==;===='.'.:;::::::~~:::~;~;;~~::::,i:;~::,tl:)t__L. c-:_::'· 8 i',. 58'

IJ'-o• · ..

4'-o'

//n f'/. I. 10. e

~~11" ~--j.. '3'-o• .,,·--a~

f. t1 ~ ,~-- -r ;:/ ,,,i~r:.~:/f i- e/evslian

• ,. I

' ~:r======F====1-;i e~~~==a-!aa=~--r e-1.

20-~L .lL---L~===:=:::::=...------------..L.::J __ :!

• I

If!. /0, 5 cav.'K . -.

f.t• . . ,._. - ··-Co;,/. n-,,d.s.' /}'//er

Nole:

--:Jo,nfs fo be :!Sp8c<Zd nof n1ore than /<t,!o"'o.c.

cover pl.;,/"l--. ".

G QAVU s fr)p r;.x P. JOI f.JT D~ T.

SCAL-fr: ,·- 11-0•

.5 (-CT IOfJ

1--0K,« C7~ ,__ _____ ---------

WbAD JAMb SIMILAR

.5 I LL

\VI r-J DO\V Db TAIL .S.

PLATb- MU 1 LIOt-J ?C4Lr; c;. 1' = 1·-01'

U.S. ARMY

D[-J.

F-LOOQ PLA!J [....Lb-'/~TIO!~ _:._r~_._S_T __ l-_L_l_'_·/_0_T IO~~ NOT£:-:

TF=':':===='i1'.:....(!/, tq.00 1

-.----,. \ ~u l"slolhz ', 7'-0" , \ I

2.pa).1-'h11~!,J

pl. no/ :shown

~ \\ t

I

' -,; di --~4_0_c:._N r: RAMlt--.JG f:-L ~VATIO~J 4.-.:..o.t..,_: 1)4'" ~ l'-c:-H

- I I L

AT CO!'--JC.

"', 1/0/ch :!J:1/~{.,{ 5,:.-:· .. -.,1, .'o mai11/ai1, c/qara.~;ce

3/;•~ie~~.

I - 'fl, ,,. ~, - - : •'.,,, ..- r

L ..... ,. , .. .:, ... :ct ,pg J . / , ' ~ {!~·_!__ 3. {) J i ·t-_/J .

CO!--..JC.

"'?c..e,..le; '>;" s: 1·- o"

'?CA 1. e:-; 1/4 11 ::: I'- Q 1 pa(lmenl /'or oper.tilir-9 f-lous.-: N" 2 co1nplele exce-p/ cor;crt2le- r'<!inl'orcin;7 :;/eel. c,vnenf .e/eclr1c;;;,/ work; pip~ railin9, slo'ir 'lrirad!i &.

~/file oper.5'/or mach;ner(/1 will be made under //e177 NS! t;,,/.

3" = 1'•0"

<a" ~ 11-0'1

6RAPHIC

4' 0 -~: 0 1" 0 I"

SCALES

4' I

3'

'1" ?>"

REVISION DAT£

8'

' ,;;," 9' I

4''

OHCftlll' ION

US. ARMY ENGINEER DIVISION,NEW ENGL.ANO

CORPS OF ENGINEERS

WALTHAM, MAIi.

HURRICANE PROTECTION

NEW BEDFORD-FAIRHAVEN BARRIER

OPERATING HOUSE NO. 2

ARCHITECTURAL

PLANS, ELEVATIONS 8 DETAILS

NEW BEDFORD HARBOR MASSACHUSETTS

DATE APRI.L J962

SCALE AS SltOWN SPEC, NO. CIV. EM. t9·0M·l3·3

DIIAWINO ~

NBF-1-1125

SHHT ff

-===~---------------~--------------~· M0Ca.H kUI NI.INT CO., IOSTON, MASS-

T

CORPS OF ENGINEERS A B C

• ,'If .'9

:: ,_.. E1tp, .JI, cowr-/

: -~ · c~ncrele

.5•.o.:., Alu::. -sash

K.JOQT i~

.3·114@~rni;rs t:Srze plan.

ge-ca:sl linle/ t@ 1-1e.t1d on/~

I.A 21'. 5/;;6 e-/. H,51

/or ind<rnl spacin_9 see A.Jori h e-lrr v.

concr,z/,z f;?l,/bbizd 1ir1ish (ri:1pica/ · .,;,// ei-zva/,ons j .

ll=====l====HI=-=---··•

\\/~5; r;.Lfc.VAT!OIJ

-Anchors.-Jamb on.'ll .

J!-'.,i.,g~• ~ TYPICAL <;>,r,-cpotJ

\-.n +-, l~"x Ji* x 10•. 3 ~ac;, JOll'ID, ~vd.'2

-·· 11i '-'•T•'S· =I.

~lt ..... ! ~~ ~ar .:,loP, plv9 wrr!cl lo u

TYPICAL pLAIJ

I I I I I I I

I t

I 1---L ___ _

I I 1 I

- - -l I ____ J

Roor.. ~LAI-J

,.l'--11-------· 1e!""•·-·-··

PLA~J

-Precasf cone.

Ihde/

30-:, te" Loutl<!r 3~~ .. xz!.o•

1-1. ,000"2.

~":.l(i''Lr:;;vv~r cores: /'///eo' sc;(?

/'rom 11'/oor lo l1(1le;l r:_ - - - ...::_~V-- /'.,,o/~'Z.f ~J 1

......_ tr/ecl.olvcl "/n1

SOUTW ~L t-VAT!O~ ~= ...... L•:, 1,4-· - j',.O"

M i; T i; R

Jb.ME:> W~AD 51Mllb.R

DOOR Db-TAILS

'(l

·' '(l

1,·'4".:1: l'-0"

1-tOUS i;.

,lie/a,' 9?'&Vctlslop -

5 O.'!/ b'u i.'? t fJ rool'm 'l ,011.<<rl/(<i) corners

-(sg,e 1tt,'evalion)

..3"....- G,~ con I. wocx:./,, -llll~;:.rp:=~-~...,.....=;...t:-=.

h/oc/t:in~ .vni:1>01• to 5/ob wilh ~-~ -bolf s, ,I co• o .c.

,' orecasl ~f ~nc. ltnk~

' /lerllco1/ Cl 14-12"0.c.

:.:. ..i±" f" .; ,:.~I.-

,; Cl I ·• -· "': l _ .• ·: ...

, . J, • • •', •

Df:. TL\IU; D WD-LL 5b-CT.

~c:..o.1.-t-: .. ~/4" - r- o-..

~I

"10TE ·.

Patjmen-1 /'or Meler lfol,/Stz comp/fl.le wit! be mac:le undr.r Jtfl.m ,Vo. (.3

MOOIMt kUI f'R»ITCO., IOITON.MAS.S.

~cl::

,!-/. 20.0' o 't l g.

I.

t

D

.r·

.---------Uel-8/ liner

- -r,nsu!al,'on

1~1i-----col/nler flashing _com~n$e/inq hln9e . -4:,4~conc. csnl >- 5 Pit/ 8/l/ Roof'in9 cone. slsb

F

&1ela1/ gravelshp - ·

QOOI=- PATCI--J. Db-TAIL

'3cA1!a-: ~• • t'-0' see indr2nl c/4/ail /his droMny dull,':,•

I ·• I r--- 'C @ ill I '2. ,/,~O" >< 7'-0' ::: /'lush p0ne/

/.lo/low Mela/ doors ~ ·.

io..

'r ;rt/pe rnelal aslraqal on aclive leaf bLbVATIO:--..J t

I •· a'rohze pl&que (.Fur )s ins/. le

~~T· .. , I : ~ I .'.

,\'Anchor C/¥_p)

· (,se,z d,dai/)

4*

I

' I , I I

G

. j pl// bui/1 vp roof';

I/all' morhn

• hinge-rl'~ld foU

~"I- • .. ,. • ..

I !,..JD t-1,JT DE-T.

e:::,c:::A Le-- : "• • a 1 -o" rln. I'/.

E-1. to. 5

H lf'2'x ht'x 10'/y,-·· .4nchor 5/ro>p5

. (Jamb only )

U.S. ARMY

1--H-.... \ D & L OC k 5 ! Db. Jt\/i\ e:, n , , ~ ~ 1,,. II "/4 •

• , i;> >< .r4 x IO -g.-

. .Jnc-hor :!!lr.!lp~

Wl~G~ 51D~ JA//\b

Mela/ l'lexil:, e ~ i.,.,,_,...u..~~µ_-

•· o- • I' '. · • '"" I~' ·r ·' .·· • "' ,,... ·. ' . • · .