Drawings.pdf

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R of Engineers

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

W912WJ20B0025

N

VICINITY MAP

NOT TO SCALE NOT TO SCALE

LOCATION PLAN

GATED NAVIGATION OPENING

AND DIKE

HARBOR BARRIER

PROJECT

LOCATION

PROJECT

LOCATION

MASS.

R.I.

R .I

M A

S S

PROVIDENCE

FAIRHAVEN

BOSTON

BROCKTON

PLYMOUTH

BEDFORD

NEW

BUZZARDS BAY

DARTMOUTH

NASKETUCKET BAY

HARBOR

BEDFORD

NEW FAIRHAVEN

NEW BEDFORD

A C

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IV

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ACUSHNET

COVE

CLARK

RIVER

FALL

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

APPROVED FOR TECHNICAL ADEQUACY BY:

TECHNICAL LEAD ENGINEER DATE

DATE

DATE

DATE

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

REVIEWED BY:

CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH

REVIEWED BY:

CHIEF, DESIGN BRANCH

scope of their employment as required by ER 1110-1-8152.

and registration designations of individuals appear on these project documents, within the

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures

CHIEF, ENGINEERING DIVISION

CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH

DATE

APPROVAL RECOMMENDED BY:

CHIEF, TECHNICAL SUPPORT BRANCH/DEPUTY CHIEF ENG DIV

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ALLISION REPAIRS TO

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FAIRHAVEN SECTOR GATE

NEW BEDFORD HURRICANE BARRIER

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GENERAL NOTES: LEGEND:

CONCRETE

WATER LEVEL

TIMBER

RUBBER

STEEL

PLATEPL

DIA. DIAMETER

O.C.

TYP. TYPICAL

GALV. GALVANIZED

HORIZ. HORIZONTAL

ON CENTER

CAD CONFINED AQUATIC DISPOSAL

EL. ELEVATION

VERTICALVERT.

SEDIMENT

MEAN LOWER LOW WATERMLLW

MEAN SEAL LEVELM.S.L.

MEAN LOWER LOW WATER -1.41 FT NGVD

MEAN LOW WATER -1.4 FT NGVD

MEAN HIGH WATER 2.2 FT NGVD

2. TIDE DATA ARE AS FOLLOWS

OF MEAN SEA LEVEL (NGVD 29).

1. ALL ELEVATIONS REFER TO THE PLANE

COR CORPS OFFICER REPRESENTATIVE

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

S-101

S-201

S-301

NBF-52_G-001.DGN

NBF-52_S-101.DGN

NBF-52_S-201.DGN

NBF-52_S-301.DGN

PLAN AND SECTIONS

ELEVATION AND SECTIONS

FENDER SECTIONS

COVER SHEET AND INDEXES TO DRAWINGS

DRAWING NO.

INDEX TO 2014 REPAIR INFORMATION DRAWINGS

E1

E2

SHEET TITLE - DESCRIPTION

ELEVATION OF NEW GATE GUIDE G6 AND DETAILS

ELEVATION OF FENDER SUPPORT BRACKET LOCATIONS AND DETAIL

ONE-GATE GUIDE-1A SECTIONS AND DETAILS

TWO-STRUTS-2A AND SECTIONS

267373 REV. D LOWER GATE GUIDE BEAM

FENDER SCHEDULE

S-601 NBF-52_S-601.DGN6

2 NBF-52_G-002.DGNG-002

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ABBREVIATIONS:

CENTERLINECL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

EXT. EXTERNAL

INT. INTERNAL

INDEXES TO DRAWINGS, LEGEND, ABBREVIATIONS AND GENERAL NOTES

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SHEET NO. SHEET TITLE

GENERAL PLANNBF-1-1042 2

75NBF-1-1105

NBF-1-1109

NBF-1-1134 104

NBF-1-1135 105

NBF-1-1136 106

NBF-1-1143

NBF-1-1144

NBF-1-1145

NBF-1-1146

NBF-1-1147

NBF-1-1148

NBF-25

ABUTMENTS-CONCRETE-GENERAL PLAN

ABUTMENTS-EXCAVATION PLAN

SECTOR GATES-STRUCTURAL-FRAMING DETAILS NO.1

SECTOR GATES-STRUCTURAL-FRAMING DETAILS NO.2

SECTOR GATES-STRUCTURAL-FRAMING DETAILS NO.3

DETAILS NO.1

STOP GATES-STRUCTURAL-FRAMING PLANS AND

DETAILS NO.2

STOP GATES-STRUCTURAL-FRAMING PLANS AND

STOP GATES-STRUCTURAL-MISCELLANEOUS DETAILS

STOP GATES-STRUCTURAL-CASTING AND GUIDE DETAILS

STOP GATES-STRUCTURAL-LIFTING BEAMS

STOP GATES-MECHANICAL LIFTING BEAM DETAILS

INDEX TO INFORMATION DRAWINGS

RELOCATION OF STOP GATES-PLANS, SECTIONS AND DETAILS

PROJECT CODE

DRAWING NO.

NBF-1-1139 109 SECTOR GATES-STRUCTURAL-CONNECTION DETAILS NO.3

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G-1

G-2

G-3

G-4

G-5

G-6

G-7

G-8

152' NAVIGATION

OPENING

MEMBER, TYPICAL

W14 STEEL TRUSS

WALKWAY

ABUTMENT, EL. 20.17

TOP OF CONCRETE

SILL, EL. -39.0

GATE POCKET

STAIRS

GUIDE G-4

REPLACE GATE

G-1 TO G-8

STOP GATE GUIDES

FENDER TYPICAL

8"

30°

30°

NEW STOP

GATE GUIDE

30°"8 51' - 6

"4

NEW

W14x90

STRUT EXISTING

W14x78

BACK

GOUGE

1" STIFF. P's

SHIM AS REQUIRED.

(MIN. SHIM THICKNESS

OF 38")

CL

L

EL. +17.00'

EL. +3.75'

BACK

GOUGE

BACK

GOUGE

" (HOLD)8

73'-2

CL W14x78

NEW W14x90 STRUT

GATE GUIDE

NOT SHOWN

BACK

GOUGE

(H

O L

D

H O

L D

G-3 CL

G-4

G-5

G-4

NEW SHIM

(MIN. SIZE

8"x16"x1'-8")

CL

CL

CL

CL

L

NEW 1"

STIFF.

P'S

BACK

GOUGE

LNEW STRUT CAP P

2" x 16"x 1'-8"

STRUT CAP PLATE, 112" x 16"x 1'-8"

FIELD DRILL 118" DIA. HOLES IN STRUT

CAP PLATE AFTER PROPER ALIGNMENT

OF NEW STOP GATE GUIDE

NEW STRUT AT EL. +3.75'

NEW STRUT AT EL. +3.75'

NEW 1"DIA. MONEL

BOLTS. FIELD DRILL

8" DIA. HOLES

AFTER PROPER

ALIGNMENT OF

NEW STOPGATE

GUIDE

NEW 1" DIA.

MONEL BOLTS

EL.-38.86'

EL.-36.00'

EL.-22.75'

EL.-9.50'

EL. -8.00'

EL. +3.75'

EL. +10.00'

EL. +17.00'

EL. +20.00'

MSL

W14x61

W14x78

W14x53

W14x53

W14x53

EL.-16.75'

EL.-27.17'

EL.-31.58'

10"x10" FENDERS AT 2'-0" O.C.

BETWEEN EL. +10.00'

AND -8.00', TO BE

REPLACED

REPLACE CONNECTING STRUT

AT EL. +3.75' SEE DETAIL 1

CL

REPLACE GATE GUIDE G-4

G-4

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NOTES FOR FENDER REPAIRS:

NOTES FOR REPAIRS TO STOP GATE GUIDE G-4:

0 1' 2'6"

D1 0 8' 32'16'

ELEVATION DETAIL 1

E5

E8

SCALE: 3/32" = 1' - 0"

A5

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

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

SECTION

SECTION EAST SECTOR GATE

NOTES A5:

INFORMATION.

2. SEE ENLARGED SECTION A1 ON S-301 FOR MORE

DRAWINGS.

PLEASE SEE SHEET S-201 AND INFORMATIONAL

THE OVERALL CONFIGURATION OF GATE GUIDE G-4.

1. THIS SECTION IS A SCHEMATIC REPRESENTATION OF

EAST (FAIRHAVEN) SECTOR GATE PLAN

NOT TO SCALE

9. TOUCH-UP PAINT AREAS AFFECTED BY FIELD CUTS AND WELDS.

8. ALL FIELD WELDS SHALL BE PRE-HEATED TO 225° F.

OR APPROVED EQUAL PROCESS.

7. ALL FIELD CUTTING OF STEEL SHALL BE AIR CARBON ARC PROCESS,

6. ALL WELDS SHALL BE E70XX.

PAINT PER SPECIFICATIONS.

5. ALL NEW STEEL SHALL BE ASTM A572, GRADE 50 UNLESS OTHERWISE NOTED.

4. ALL EXISTING STEEL CONFORMS TO ASTM A441.

3. FABRICATE AND INSTALL NEW STRUT AND STOP GATE GUIDE AS SHOWN.

2. CUT AND REMOVE THE CONNECTING STRUT AT EL. +3.75'.

REMOVE EXISTING STOP GATE GUIDE G-4.1.

REFER TO NOTES ON SHEET S-301.

THESE FENDERS SHALL BE UNREINFORCED COMPOSITE FENDERS.

4. REPLACE TWO TOP FENDERS ON SOUTH ABUTMENT.

3. LENGTH OF NEW FENDER SHALL BE 17'- 6 5/8".

FOR FENDER DETAILS.

2. SEE SHEET 116 OF REFERENCE DRAWING NBF-1-1146 AND SHEETS S-301 & S-601

ON THE EAST SECTOR GATE, SEE S-601 FOR THEIR LOCATIONS.

1. REMOVE AND REPLACE THE DAMAGED 10"x 10" TIMBER FENDERS

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FLAIR TOP OF

CHANNEL AS SHOWN

STOP GATE GUIDE

EL. +20.00

OR EL. +3.75'

EL. +17.00'

2'-0"

INT. AND EXT. STIFF.

PLATES NOT REQUIRED

ABOVE EL. +17.0'

6"

BACK

GOUGE

EL. +10.00'

O .C T

Y P

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1'- 6"

9"

1'-7"

NEW 1" DIA.

GALVANIZED BOLTS

BACK GOUGE

TYP. FOR

STIFF. PLATES

BACK GOUGE

3/8"

5/8" INT. STIFF.

PLATES

G-4

5/16"

1"

8"

2"

"8

4" 81

2"

G-4

4"

4"

8 12"

G-4

G-4

G-4 1

3 12"

7 12"

CLCHANNEL

16"

8"

" 2

4 12" x 34" EXT.

STIFF. PLATE,

AT SAME

LOCATION

AS INT. STIFF.

PLATES

"2 11 1'- 4 1/8" +/- 1/32"

2" x 6"x 6"

STIFF. PLATE

TYPICAL

6 12" 6 12"

4" x 8 12" x 1'-6" PLATES

TOP AND BOTTOM

1 18" x 3" SLOTTED

HOLES IN 34" PLATES

TOP AND BOTTOM

4 12" 4 12"

-7

FENDER SUPPORT

BRACKETS ARE NOT

SHOWN. SEE DETAIL 3

3/8"

" STIFFENER PLATES8

EXTRA (INTERIOR ONLY)

8"

BACK GOUGE

STOP GATE WHEEL GUIDE

MC 3x7.1

(SHIP & CAR CHANNEL)

A36 STEEL, CUT TO 112"

BACK GOUGE

COUNTERBORE HOLE

FOR NEW 1" DIA.

MONEL BOLTS (TYP.)

SEE BOLT HOLE

DETAIL.

16"

TYP.

" PLATE2

4"x 81

2" x 1'- 6"

PLATE TYP.

TYP.

1/2" PLATE

CENTERLINE OF

FENDER, TYP.

NOTE:

PRIOR TO FABRICATION, THE CONTRACTOR SHALL

VERIFY THE BOLT PATTERN AT ALL STRUTS.

INTERMEDIATE STRUTS ARE DIFFERENT THAN SHOWN.

REFER TO INFORMATION DRAWING "267373 REV D".

MC 3x7.1 (SHIP AND CAR

CHANNEL) A36 STEEL CUT

TO 1• 12" SEE DETAIL 2

FOR FLARE AT TOP OF

GATE GUIDE.

EL. -9.50

TRUSS III

EL. -8.00

S

P A

C E

S A

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O .C

EL.-38.86'

CL

EL. -16.75

EL. -22.75

EL. -27.17

CENTERLINE OF TRUSS IV

EL. -31.58

EL. -36.00

CENTERLINE OF TRUSS V

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P A

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O .C

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P A

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S

O .C

MATCH LINE

CENTERLINE OF

INTERMEDIATE STRUT

CENTERLINE OF

INTERMEDIATE STRUT

CENTERLINE OF

INTERMEDIATE STRUT

S

P A

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O .C

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P A

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P A

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"1

STIFF. PLATES

INT. & EXT.

SHOWN FOR

SPACES

CL

EL. +20.00

EL. +17.00

EL. +10.00

EL. +3.75

EL. 0.00

G-4

TRUSS I

EL. -8.00

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BRACKET DETAILS

FENDER SUPPORT

SEE DETAIL 3 FOR

10x10 FENDER

CENTER LINE OF BOTTOM

MATCH LINE

S

P A

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S A

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O .C

AND DETAIL 2)

(SEE SECTION D-D

GUIDE NOT SHOWN

CHANNEL WHEEL

SHEET S-101

SEE DETAIL 1 ON

NEW W14x90 STRUT

BRACKET DETAILS

FENDER SUPPORT

SEE DETAIL 3 FOR

10x10 FENDER

CENTER LINE OF TOP

EL. +17.00 AND +3.75

OF STRUTS AT

LOCATED AT CENTERLINE

STIFFENER PLATES

EXTRA (INTERIOR ONLY)

CL

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BOLT THREADS MUST BE

OUTSIDE CAP PLATE

1" DIA. MONEL HEX HEAD

BOLT WITH STANDARD AND

JAMB HEX HEAD NUTS

SHIM AS REQUIRED.

(MINIMUM SHIM THICKNESS OF 3/8")

1 12" GATE GUIDE FLANGE PLATE

1 12" STRUT CAP PLATE

3" DIA. x 18"

NYLON WASHER2 18" DIA. x 18"

NYLON WASHER

/1

D

IA

/8

3/4 "

" DIA. O.D.8

NYLON SLEEVE 1" DIA. I.D.

2 12" DIA. MONEL WASHERS

AS REQ'D. (MIN. 1) TWO SHOWN

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A1

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

ELEVATION OF NEW GATE GUIDE G-4

0 2' 4'1'

D5

A5

6"0 3" 1'

DETAIL 2

SECTION A8

DETAIL 3

D8

F8

BOLT HOLE DETAIL

SECTION

E5

SECTION

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

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

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

SCALE: 3" = 1' - 0"

6"0 3" 1'

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

1' 2'0 6"

1' 2'0 6" 1' 2'0 6"

SCALE: 3" = 1' - 0"

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PLACE OF STANDARD WASHER

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, � ' ,I/ I

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-:::s:t�-�--�--+::.::::1--�,'---)�---'-'I-- & --- - - -----:------+---lh'---::==-c-�----1 j

'- n·-Rrn I! --z. I

�.-...-..1r.a-..c-----�

SECTION A-A

SCALE. ,-, 1•-0•

L

SECTION F-F

SCALE 3"•1'-0"

F

TYPE IiI amA

SCALE: 1•, 1-6

SECTION G-G

StAI.['. 1•,1

1-0-

Record Dra Contract Ha. DA-19-016-CiV E::G

GRAPMICAL SCALES

r .. r

U.S.AIIWY

1/G'�: See Seclior.

SJ,�el No.1/3 l'or I modil'icollons �9'd.

for TrJpeS 1/A tlJIA

HURRICANE PROTECTION

BEDFORD-FAIRHAVEN

STOP GATES

STRUCTURAL

tlMIIT 114

A

1:'l."-'°bl_.

A•t/z,��r!'l�"L-AST"M

HOOK DETAtLS SCALE: s•• 1•-0•

GUIDE

S TOP GATE RUBBER SEAL

HALF sin

::� .. ..,�:!t for !,'4°'lbo/f

SEAL CLAMP

HAL, 91Z[

Hora. STJDF

F

ELEVATION- SECTION A-A SECTION 8-8

STOP GATE WHEEL ASSEMBLY

14 REQUIRED EACH GATE)

SCALE 11r•1•

,U.,T: ST[[L C,._STING rro.oPCc:QQ•S·t,11",ClASS"5·35 WHEEL SCALE 3,411"• r''

SCALE: 314"• 1"

_ MAT: ST�UCT. STEEL '--S-tM. 1' ¾

�- :i!al

.f.!1i

SCALE 3/4•• I''

MA.T: COLD ROLLED STECL

F"[[)_ 5P[C 00-S·�la ·STE.CL Ne Cl<.i33

Record Drawing r.ontracl No. �-19-0li-CIV ENG -�

BRONZE BUSHING

SCALE 314"•1"

SECTION c-c

SCALE: 3"• 1•-0•

LEAF SPRING DETAILS

LI FTING. BE�M ViHEEL ASSEMBLY DETAILS

14 lllOUlltlp UCH OATEI SCALE:s·. (-o·

-Ii ___ "_'..L.l·lf

Gv,d6•;;, LOCATION PLAN OF SHIMS scAL£: s'. ,•.o•

TYPICAL SHIM

112 REQU1At.'O)

(4EA�9EAII)

I HI

SCALE: 3•, (.()"

,.,.,,1.,, 11s1Z,J."o��

(4 REQUIRED EACH LIFTING 11£AM)

,aaef:!1, �AL.t:i a i" 3" .. 5•

,,.-. 1" ,· g r r s·,,1·cf a 3" 6" r , •• ,· r· r 0 r

NOT[5'.

H

WHEEL

SCAL( 3/4"•1•

,u.r: STEEL CA..STl�G

U.S. ARMY

fEO. SPEC·QQ·S·<>Sld, t:LASS 65·35

PI N

SCA LE 314"• 1"

MA.t: COLD ROLL�[) STrEL TT:CSr'L: ◄..:;.-S-"33..a·ST(�� NoC1033

.symm-,/,;<0/ o/xx,I t.

e.11cepf a.s no led .

.5t6« pl"" fhl.s she�!

/'er .shim IOCfJfions ¼i"

SECTIO!iii:0

SCALE I 1•

I. s,e Cent:rol Nof�4 S'fcr , ,�e.�· .., .3hff"el No.11'7..

U.l.,_,_DIY_NEWOILAIID c::c#I f#IMll�ftt

HURRICANE PROTECTION

BEDFORD· FAIRHAVEN

STOP GATES

STRUCTUR AL

S DETAILS

MASSAC

.. TUI

INFORMATION OWG.

e

CORP

A f,IYAn-chcr bolts wirh nvl-3 ar1d s!),ndllr"d wr:,4hf!r4 �·Atfi,,sfilhh ,d«.., nvf

(Oppcs;/e hond fhrHtlJ a.fo,-�H.

c;,,n_cf,-.»'"-1.

-�f;J

.£IQ

PLAN - FEN PERS

PLAN-·RUBBER FENOERING

It ENO TRUNION ENO

-· _·.!:J'.:.�.·- '. ·; ',I ,:rQE_GAT[ LEAF e·.· 1.as

(WEST 11 r., - A', · rtOWN)

(E.A:,T Lti:.t - ,,1 ·1'QS1Tf 1-tANO)

Sl.ih.t 1 • •-0

4 · ... "l,,ofllNd klfs

(C'c.,,,1/te"-'""')

1\oi.1TMENTS '/:!:'::�:.�·• , -"''-"

SECTION X-X

SCAl.£: 11 • 11-01

F

GRAPHIC

0 "'

H U.S. ARMY

• Th,cl:ness of plole reqv,red al'!er machm,l"J9

2ilJM�rtel I 'I """"1$h1r.s d$ .

r,,v,r,rd (1,,/,n. ol1)

5E CT I ON � 4;tfon .. ,m, SCALE 112

• I :J,��(}

SECTION F-F

$CALE 1(4" •1•-0•

GUIDE

(TYPICAL AT G-2.3,4,5

6S7)

9CAL[.l/4"•r-o·

Ut.--ON-NEWDIGUNO CCNIN 0, lNIIN(flltl

W4T""""-

HURRICANE PROTECTION

NEW BEDFORD FAIRHAVEN BARRIER

STOP GATES

STRUCTUR AL

CASTING ANO GUIDE DETAILS

DFORD HAR IIASSACHUSETTS

SCALES "(

Q f r, Hr e· . rr IVZ•�O" r f r f :r., -{ 8

8 f f (

'f r IHUT HI

NO.CNDM.. .... -

NBF-1-1146

INFORMATION OWG.

CORPS A

8-8

SCAL£11/2"•1'--0"

J

ELEVATION -LIFTING BEAM I TYPE I

(TYPE n SIMILAR EXCEPT AS NOTED)

SECTION C-C

SCAL[: lld•l'-0"

,., • .,�·o..,.

'"'25

· ....;,._...:,..= �2:z:11,/Jlll# �,t4·•t"o'.a'

SECTION E·E

SCAL[: 11/2"• 1•-0•

W/hH/ a.l#mol!/�d,l0t1s an _,,,,_,,5

PL AN

SCALF.I iii'• H)"

SECTION H-H

SCALt: t• • l'•O"

I li=+-..;;...-+-=��� ..... ..;u..���=��=l=ll_J_ t--.:t....•lt=i""'�L;,I -� _:, _aa _a._,a _,=:_:;=:_:;=:_:;= _aa _,"si"'=='b,,,=�"'4!.,,,,=,.,b=iz,e,;_e,;_e,;_:S_a=;sa_s,_s\:_�_;;.;,=l=ll:--�

ELEVATJON -LIFTING BEAM, TYPE ID

(ONE REOUl�EO)

SCALE: I 112••1•-o•

. -r.J:i�;;;;�;�;;;:ill�r::::,:;;::;;;;;:���t&�;;;;;;;�;;�;������:;;�i��;� j,,,,,,,., • . !�'Z!

����:.J

Contract No. D,\.19-016•C!V E!:G

GRAPUtC SCA!,[S ll/t"•1•1·'f r f { Qi f ;;'I ... ,· -c s r ,- r

VIEW F�F

SCALE 1112"•1•-0•

llS.--OIY--Da.Um 0011H 01 tNl...a:111

HURRICANE PROTECTION

BEDF0RD·FAIRHAVEN BARR

STOP GATES

STRUCTURAL

NBF+ll47

INFORMATION OWG.

f

-//8·'

C�cling Rod

SECTION 8-8

SCALI 3• •l"•o•

ASSEMBLY -,. LATCHING

8!., .. >.,,. Typ1 r (,'-4' lo, ry!" IT

CONNECTING ROD

NO REQUIRED 2

CQU!TEWfiNT

MAT'L . ASTM 373-SIT STEEL

SCALI[ 111; • , ... O"

IIARK 118 7 NO REQUIRED 3

MAT"L UTII JU•NT STEEL

SCALI l�•t'•o• f::·::

---·--·- I.

MECH61tM

_____ I- 8'.6' ro� r.

L.C..� r�----

. ���-for T'lfN I

SPREAQEI! BEAM

acaL, •·••••o·

! I

I l.lS'fJ Di, . .line nom lbrli#l,I drirc li1 ,,;II, link ond�t,ng r-od c--,,1,· Rod P/11 "'9

SECTION A-A

LINK PIN SLEEVE

IIARK 118- r HO 11£0Ulll£D 5

'MAT'L COLD FINISHED STEEL

FED, SPEC. QQ•S·633•f'S•I020

SCALI 1•• 1°

• o•

DETAIL •c·

ICALI � ■1•

HOOK LINK

IIARK 118 I NO REQUIRED 5

MAT'L. ASTM 373•58T STEEL

SCALE :s•• l'·o•

'I 7.n•;o, •cohrp,n

Iii,.,.

C......, � doc.t siu

,CQNNEQ]NG AQP PIH

ILEFT S IDE!

MARK· I IA- ·• NO REQUIRED 2

IMT'I. ·OLD FINISHED STEEL

FED, S�EC. OQ·S·633·FS·IQ45

KALI J"• 1'•0•

r

H

• �2·0,i._

· .JlocJ s,zc

FULCRUM PIN

MARK 118 · 2 NO REQUIRED 5

MAT'L. COLO F INISHED STEEL

FED. SPEC. QQ·S·633 • FS·I045

SCALE ,, 3"'• 1' -o•

Dnll&"r.

"'•"flcolfrr- ,:f/J,c �lods,s•

LINK PIN

MARK 118•5 NO REQUIRED 5

MAT'L. COLO F INISHED STEEL

FED. SPEC. QQ·S·633•FS·I020

SCALE 3" • t'·O ..

__ t�� t J»'..-i,,, flco/Yrrl"" a.•• ,s-•a..Ar I', D1&. slock size

CONNECTING IQ) PHt 1-T SIOEl

M.ARK 118·3 NO. REQUIRED 2

MAT' L. COU ""9IIB ffllL FED. 9!PEC. oo-•·-,n•fS•IOZO

'ICAI.I 1•• ,• .. o•

PROTECTION

AURHAVEN BARRIER

TOP GATES

MECHANICAL

NSF· I· 1148

911111T Ill

I

COIIISOf ■111-

I

I

A

.;· \ \ ,1• -� ""

,1° .,i '\ ""-

�i "tj

��---t_--; l -

:H

New 7' II� t:lla/11 li11Jt �11c•

,._ #fM• (4.5" to Z.75"} (Clli#fltt9)

,-ro�cfit111 .sl'IIN (SOO lb ISOO •) (£1t#tin9)

••••'"I•'- (0•1rs-o•) (£xi.Jf"ln1) Gra.11eJ lledtll1t9 ( IO• ma.•.) (£.,$t1a9)

To� ol' dilc• ,1.£K •20.0 c·

SECTION B-B

SCALE 1•• Id

N,w � µr,,1 •toro.1• pl&ffww..r��,z llr,oor sfon• (4. S "' i. 7S to11s)

;ntt�

, H u. s.,..., True ...

Finisll 9rttde £1.. •7.0 � £x�sll"1

. __ t __ , J '

I Block per

:�f ·J Jr-7· £xisfin9 1>,ddm9 $fone

Su1>9rtide

SECTION D-D

SECTION :-C

SCALE 112·• ,·- :::,•

!il2ll Ma.1t1mu,n pr;<k.ct1cn ::•" ,;t,;,r,e N•"", concref'� DI� f','or,r sAa..1, �� e"

'1

-5'•,:, .}--- /-TtmLer t � .... ;,-,,,,_ ' ,�·• t • 1:0· ": ,n.r,"!.;

F"rom i· .•,;; 3· J -�r,n? s,ef!,� (/"-'• s;rJ p,�eJ

- ---£",l(p<,v'ISIOn ,;1t,e1d�·,.: Jntl) A1Jo•abl� ,oa. d - r-:n:,IDI?

4000 �

SCALE r.r•o· NO ';CALE

NOTES

l t),",r,,,,s,c,,,� a_,,d d,,.a.J'5 �, Aew .::,11'1.,,.,t>,.ntS <5a@6a� e,,,-..,,-:.,,,g- �ee. ?4eel a.

'� For sroraf!<! d�ta..,1s o;' $ro,:., _Jar�� see slleer .;, .

.3. Re.in1'orc,n9 steel sllo.J/ be pta.ced sue, 1J64.1" If will no,. ,n,erl'ere w,l"IJ ,,,:to11ar1Jn o, eye bolts an• ancl,or botts .

£•is tin,) eddm!J $"h»I•

Exist1°"9) 3 Gra.�el �•d•in!J {C1tis'fia1)

1.&_Built0r . I liu awmg:

Clolract llo. lW:lfl.l-'.IS-C-00-. :

f)Prorecrion stone

2 I Nllll slrJp ,.,..1 •,.,._�• ��,o,.,,, '--- :::::::i, SECTION A-A

SCALE 1• IO'

r, to' .,.

r, ,o- , 112•, t-rt ( r,r-rt

If 1f

, IO'

r ff t f prolect,"o,, l>llln«t

M.1-1.w�1as�MS.L. ------ M.t.W· ,.as �MS, ------zDw(>'.w:r:

<=>w1-u w<=>

1-<t::E(>'.DL...

w:r:

L...D >u<I:(>'.::Juu<I:

w:r:

C>'.D L...

Dz V)w::E::JV)V)<I:

EL, +20,00' \v'l4x90 \v' /1 1/2"

STRUT CAP PLATE

AND 3/8" MIN,

SHIM PLATE

MARK 2A

1" r/J MDNEL BDL TS

ALL BDL TS ABOVE

-9.50' SHALL BE NE\v' EXISTING STRUT I STRUT

CAP PLATE AND SHIM

PLATE TD REMAIN

II

II

II

II

II

II

II

====:::: ::.::;:::=:j!

STOP GATE

GUIDE

MARK lA---

EL. +17.00'

EL. +3,75'

SEE E2 FDR FENDER

SUPPORT SPACING

EL. -9,50'

CUT AND REMOVE

DAMAGED SECTION OF

G-6 ABOVE EL. -9.50'

liillilllr.klm.f:!l·RJ.fuJ l!l,.@ &MB,;[ WJ,�

I l_

3'-2 7 /8'

EXIST \v'14x78

\v'l4x90 \v' /1 1/2"

STRUT CAP PLATE

AND 3/8" MIN.

SHIM PLATE

MARK 2A

E2

EXIST \v'l4x78

EXISTING STRUT, STRUT

CAP PLATE AND SHIM

PLATE TD REMAIN

EXIST \v'14x184

Remove & Repla l

EXISTING 3/8"

SHIM PLATE TD

REMAIN

l'r/J MDNEL HEX

HEAD BOLTS

\,.//STANDARD AND

JAMB HEX HEAD

NUTS, 2 1/2,

DIAMETER M□NEL

\v'ASHERS AS

REQUIRED (MIN.

OF 1) AND 3"

DIAMETERx 1/8" NYLON \v'ASHER Typ. PROVIDE

NYLON SLEEVE

1 "r/J I.D. AND 1 1/8"r/J D.D ..

ALL BOLTS

ABOVE -9.50' E3

SHALL BE NE\v' ce ower G6 Beam btwn El -9 50' See Dwg No. #267373_0 f l

· · t h ru EL -33.86'.

or ower G-6 Beam As-Built Fabrication Details.

ELEVATION OF NEW GATE GUIDE G6

SCALE: NTS

3'-2 7 /8'

El-El

\v'l4x90 \v' /1 1/2"

STRUT CAP PLATE

AND 3/8° MIN,

SHIM PLATE

MARK 2A

3'-2 7 /8'

E2-E2

3'-2 7 /8'

E3-E3

II

II

II

II

ii

II

II

FXISTING \v' BEAM

BACK

GOUGE

Typ.

EXISTING \v' BEAM

BACK

GOUGE

Typ.

BACK

GOUGE

Typ.

z

V)

C:

.... ro (1J 0..

"D E C: 0 (1J u I.I..

.... 'St C:

(1J ,...., 0

0 ·.;::;

E 0 u i=

� 'St V)

,...., C:

(1J I 0

12.0 :'2 � u

C ::, u

·3

(1J 0) n, ...., #

... ro � C (!) ci ..:

� 0 z 0 ...., ...., ...., � V) u u.... ro ro 'iii

I 0.. C: C: Ill (1J 0 0

<( 0:: u u

ALL BOLT THREADS TD

BE EXCLUDED.

FIELD DRILL HOLES AS

REQUIRED FDR PROPER

ALIGNMENT, CONDUCT

ALIGNMENT CHECK PER

CONTRACT DOCUMENTS.

06-13-14

REV. DATE

PROJECT:

soucru,TION MUMBCR:

W912WJ-14-B-0006

PROJrt:TDE:SCRIPTIOH:

FOR RECORD

DESCRIPTION

REPAIRS TO GATE GUIDE & FENDER TIMBERS

NEW BEDFORD - FAIRHAVEN BARRIER

MASSACHUSETTS

CONTRACTOR:

KOVIUC CONSTRUCTION COMPANY, INC.

DWH. BY

CM .,._.,

CM

aa>."'

BEPeterson .0 Murphy Drfve

Avon, MA 02322

N.T.S.

J08 MO.

1401 '"'

E1 w <l:l------------------------ -------------------------------------------------------------.....1.!:!:!...._ __ --1...:::==:...___J_ _ ____J

RK 05-01-14

E6CD9ATS

Text Box

INFORMATION DRAWING

zDw ""w I <=l wfu 0.. w <=l z D i::' <[::s:

""D LL

i:;

w If-

LLD

>u<[ "":J uu<[ wIf-oeDLL >f- :J <ii :'5 _j

D z

EL. 10.0'

EL. 8,0'

EL. 6.0'

EL. +4.0'

EL. +3.75'

EL. 2.0'

EL. 0,0'

EL. -2.0'

EL. -4.0'

EL. -6.0'

EL. -8.0'

(2)x l'(Z) ASTM

A307 GALVANIZED

BOLTS, NUTS AND

v/ASHERS Typ, EL. Typ.

E4

E4

I

I =

�£VH.:'!l\JED & CEtHiflED ttomuc CONST. co., INC.

{)t-�

ALL BOLT THREADS TD

BE EXCLUDED.

FIELD DRILL HOLES AS

REQUIRED FOR PROPER

ALIGNMENT. CONDUCT

ALIGNMENT CHECK PER

CONTRACT DOCUMENTS.

06-13-14

REV. DATE

PROJECT:

SOUCfTATIOHHUlfflOI:

W912WJ-14-B-0006

NOJtcTOtsCRlPTioN:

FOR RECORD

DESCRIPTION

REPAIRS TO GATE GUIDE � FENDER TIMBERS

r------------------- lr Nc::,EW::.___,c,BE:,::,DFc.:::D!!!RD:..._-�FA�IR�HA�V.=o:EN�B�A�RR�IE�R _ _J

As-Built Drawing MASsAcHusETTS

Repairs to Gate Guide & Timber Fenders

Contract No. #912WJ-14-C-0014

CONTRACTOR:

KOVIUC CONSTRUCTION COMPANY, INC.

BEPeterson 40 Murphy Drfv.

A.YOn, WA 02322 (/) w::s::J(/)(/)<[

ELEVATION OF FENDER SUPPORT BRACKET LOCATIONS

SCALE: NTS

1 ""'·.., CM

SCAl[ DWO. MO, w See attached sheets Sk-1 & Sk-2 for additional Timber Fender Replacements at New Bedford & Fairhaven Gates Contractor: Kovilic Construction Company, INC. .... .., N.r.s.

<[ '----------------------------------------------------------------------J:============================��====� c

M

�==j

JOO

i u f""o� i

;;�J_� E

J QCD. BY DATt

RK 05-01-14

E6CD9ATS

9'-5 9/16'

ITEM 2 8. 4

n n n n n

II 11 11 II II

75•

-r

�==�-=!-----------l..L--------------U--------------��-------------...J.L ______ _______ u ________ _

CJP

3X

---- ----------rr---------------n--------------"Tr---------------n------- -------n---------..-- --

� Ll Ll Ll Ll Ll :!: ' -

I 5/16'

EAST FACE

HOLES TD BE

DRILLED ON SITE

�l/2"x6'x6' ASTM A572 Gr.

v50 STIFF. PLATE Typ.

MARK jj

20'-0'

ITEM 1 8. 3

I I : z n n n! n n

========----=�==============�======-=-=====⇒�c======------=::-!======--------=�--======�- == U U Ll ! Ll LJ !-

29'-5 9/16'±3/8'

HOLES TD BE

DRILLED ON SITE

®3/4"x8 1/2" xl'-6' ASTM A572 Gr. 50 PLATE Typ.

MARK kk

I I I

HOLES TD BE

DRILLED ON SITE

2'-0' 2'-0' 2'-0' 2'-0' l"xl'-7'x29'-5 9/16' ASTM A572 Gr. 5Y::-fLATE MARK o.o. �

1'-5

4 l/2"x3/4' ASTM A572 Gr. 50 STIFF. 4 l'xl'-4 1/Wx

29'-59/16" ®

ASTM A572

2 SPA.

@ 10 1/2'

5/8' STIFF. 0 PLATE

MARK clcl Typ. 1/8'

C

C Typ.

Typ.'1,--------+,' 5/16

MC3x7.1@

\./HEEL GUID

1 1/16'

PLATE ®

MARK gg 6 SPACES AT 1'-11'= 11'-6' Gr. 50 PLATE =!'-9' 6 SPACES AT

1 'xl'-7'x CIXI) 29'-5 9/16'

1'-6 5/8'

1'-4 1/8' 1/2' ASTM A572 1''

Gr. 50 PLATE - ----,l<l<--------¥,l<-----

MARK o.o. ------

BACK 4�L---���,_,r GOUGE � Typ. � l'xl'-4 l/8"(±1/8')x 29'-5 9/16' ASTM A572 ® Gr. 50 PLATE 5

BEVEL EACH SIDE OF

EACH END FDR \./ELD

MARK bb -- - -�

MC3x7.1 ASTM A36

CHANNEL. N.S. 8, F.S.

TRIM FLANGE TD

1 1/2' 10 MARK ee ...,.___"'-----'

A-A

BEVEL EACH SIDE OF

EACH END FDR \./ELD

MARK bb

BACK

GOUGE

1 l/2'x2'-0"x 29'-5 9/16' ASTM A572 Gr. 50 PLATE � MARK cc�

BACK

GOUGE S/l6 Typ. FDR

STIFF.

PLATES

29'-5 9/16'±3/8'

□NE-GATE GUIDE-lA

5/8' ASTM A572

0 Gr. 50 STIFF. 7

PLATES Typ. OF 68 MARK clcl

B-B

4 l/2"x3/4" ASTM A572 Gr. 50 STIFF.

PLATE ®

Typ. OF 4 MARK gg

1 l/2'x2'-0'x h\ 29'-5 9/16' 0 ASTM A572 Gr. 50

PLATE

MARK cc

(2)x l/2'x6'x6' ® ASTM A572 Gr. 50

STIFF. PLATES N.S.

DR F.S. Typ. SEE s 112· lA FDR L□CA TI□N MARK jj

BACK

GOUGE

Typ.

3/4'x8 1/2" xl'-6" ASTM A572 Gr. 50 PLATE Typ.

@MARK kk c-c

3/8 u z-

V) C .... re (]J C.

1 3/4' 1 3/4' C E

0 (]J u LL .... <;j" C (]J rl

0 ·;:::;

:J i= u ..... -----,r ---------------------- ocj V)

3 1/2"

MC3x7.l FLARED

\./HEEL GUIDE

N.S. 8, F .S,fio\ MARK ff \;::;)

ru j

10 1/2'

1:10 C

C

I

Ill co ' If) rl C (]J I 0

� � u ::J u l!J N rl

(]J Cl) ..... :ti: 0 re :,.:::

l!J ci i:.:

0 z u u .... re re

C. C C

(]J 0 0 ex: u u

SHOP NOTES,

SEE D\./G ND. 2

1 l/8"x3' SLOTTED HOLES Typ.

Typ.

NOTES,

1. ALL CUT PLATE

1 11/18/14 10-1/8" was 8-5/8" EML

REV. DATE DESCRIPTION

<PRIOR TD \./ELDING) 1-P_R_oJ_E_cr_, _______ __, EXCEPT \./HERE NOTED '-'-w.c...91"";';'"--'J-�-'--'14--'_8:...._.::..:00:.:.06:...._ ____ __, TD BE ± 1/16' _, =-z., MACHINED HOLE REPAIRS TO GATE GUIDE & FENDER TIMBERS

DIAMETERS & X, y NEW BEDFORD - FAIRHAVEN BARRIER

LOCATIONS ±1/32'

3. GUSSETS 8.

STIFFENERS X, Y

LOCATIONS ±1/16'

B.E. PETERSON MARKED UP BY• LUCAS OLIVIER

6/26/14

MASSACHUSETTS

CONTRACTOR:

KOVIUC CONSTRUCTION COMPANY, INC.

BE Peterson 40 Murphy Drive

Avon, WA 02512

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REVIEWED & CERTIFIED

KO� C�co., INC.

a.Ali <o - 2.0

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As-Built Drawing

Repairs to Gate Guide & Timber Fenders

Contract No. #912WJ-14-C-0014

Contractor: Kovilic Construction Company, INC.

ALL BOLT THREADS TD

BE EXCLUDED

SHOP NOTES:

HOLES:

13/16 RD HOLES U.N.□.

NUTS AND BOLTS:

M□NEL BOLTS (ALL

BOLT THREADS TD BE

EXCLUDED), NUTS AND

WASHERS FROM M□NEL

ALLOY R-405 OR K-500

MANUFACTURERED TO

ASME B18.2.1

PLATES/ANGLES MAT'L:

ASTM A572 GR. 50

CHANNEL MAT'L:

ASTM A36

PAINT:

PER 09 97 02

SPECIFICATION; SYSTEM

6-A-Z FOR STEEL

CHANNELS

WELDS:

E70XX ELECTRODES

06-13-14 FOR RECORD

REV. DATE DESCRIPTION

PROJECT:

SOUCITATIOH HUMOCR:

W912WJ-14-B-0006

PltOJCCTOC:SCRIPTION:

REPAIRS TO GATE GUIDE a: FENDER TIMBERS

NEW BEDFORD - FAIRHAVEN BARRIER

MASSACHUSETTS

CONTRACTOR:

KOVIUC CONSTRUCTION COMPANY, INC.

D�.8Y

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APP.BY

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BEPeterson 40 Murphy Drfw

Avon. MA 02322

SC.WC

N.T,S.

JOB HO.

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06�� DATE � Z.c 15

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REVISIONS

REV. DESCRIPTION DATE

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As-Built Drawing

Repairs to Gate Guide & Timber Fenders

Contract No. #912WJ-14-C-0014

Contractor: Kovilic Construction Company, INC.

52.9-1 72 ----------+-- - - - - - - --RI.SO-------- - --+--+- 5 25

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10 6 WIIEELGUIDECIL\NNEL MCJX.7.1

I AUMPF.R MOUNT l'L\TF. Sir 111K

24 STIFFF.NF.R PLATE 3/4" TIIK

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