STA-45_Drawings_Final.pdf

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STORAGE AREA

WORK BARGE

CHANNEL

NAVIGATION

SHELTER

ABUTMENT

EAST

SHELTER

ABUTMENT

WEST

AREA

LAY-DOWN

CONTRACTOR

AREA

STORAGE

WORK BARGE

AREA

WORK

pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Hurricane Barriers/Stamford Hurricane Barrier/FY18 Underwater Repairs/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Site

ANSI D 24-MAY-2018 07:11 MicroStation

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GENERAL NOTES

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G-101

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7. NO DIVE WORK MAY BE PERFORMED WHILE BYPASS GATE IS IN OPERATION

6. DIVE RELATED WORK SHALL ADHERE TO ALL REQUIREMENTS LISTED IN EM 385-1-1 SECTION 30

OF THE BARRIER AS SHOWN ON THE SITE PLAN

5. CONTRACTOR MAY STAGE CONSTRUCTION BARGES/VESSELS ON EITHER THE NORTH OR SOUTH SIDE

OPERATION AND FUNCTION OF THE GATE

DEPOSITED IN SUCH A WAY THAT WOULD CAUSE A HAZARD TO NAVIGATION OR INHIBIT FULL

4. ANY SILT OR SEDIMENT DISPLACEMENT PERFORMED IN EXECUTION OF THE CONTRACT SHALL NOT BE

TO ALLOW FOR NOTIFICATION OF COMMERCIAL AND PLEASURE CRAFT.

SHALL COORDINATE WITH THE PROJECT STAFF 30 DAYS PRIOR TO WORK REQUIRING OPERATION

3. RAISING AND LOWERING OF THE VERTICAL LIFT GATE WILL BE DEPENDENT UPON TIDES. CONTRACTOR

CHANNEL AT THE END OF EACH WORK DAY.

2. CONTRACTOR SHALL REMOVE ALL BARGES, EQUIPMENT, AND MATERIALS FROM THE NAVIGATION

1. CONTRACTOR SHALL MINIMIZE OBSTRUCTIONS TO THE NAVIGATION CHANNEL DURING CONSTRUCTION.

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SITE PLAN

SCALE: 1" = 60'

N

60' 120'0

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X X X X

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XXX

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100' NAVIGATION CHANNEL

ROOM

EQUIPMENT

FLOOR

OPERATING

HEATER RM

TOILET

ROOM

UTILITY

ROOM

EQUIPMENT

EAST ABUTMENT SHELTER

E B

B

F L

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PLATFORM

LOADING

ACCESS ROAD EL. 4.0'

CREST OF DIKE EL. 17.0'

ACCESS ROAD EL 4.0'

METAL WALKWAY

RIPRAP SURFACECRUSHED STONE SURFACE

PEDESTALS

PEDESTAL 1 PEDESTAL 8

MISSING BOLT)

(INSTALL ONE

HINGE #4

GATE (SHOWN IN DOWN POSITION)

SC501)

DETAIL A1 ON SHEET

STEEL CABLE (SEE

NEW ANCHORAGE FOR

FOR LOCATION)

ON SHEET SC501

(SEE DETAIL C5

NEW STEEL CABLE

SHEET SC501)

(SEE DETAIL E1 AND E5 ON

EXISTING CONC. PEDESTALS

AND TIMBER SHIMS FROM EIGHT

REMOVE AND REPLACE TIMBERS

pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Hurricane Barriers/Stamford Hurricane Barrier/FY18 Underwater Repairs/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Gate

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B1

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FINAL

" 6

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

7'-0"

COUNTERSUNK (TYP)

THREADED ROD

NEW 3/4" BOLT OR

COMPOSITE TIMBER

NEW TRIMMED

COMPOSITE TIMBER

NEW FULL 12"x12"

PROTECTED SIDE OCEAN SIDE

PEDESTAL

CONCRETE

EXISTING

9"

GATE

CASTING

FACE OF SILL

COVER PLATE

EXISTING TRENCH

(DIA. N.T.S.)

NEW CABLE LOCATION

OCEAN

SIDE

PROTECTED

SIDE

(UP POSITION)

1" MIN

1 1/2 "

HOLE DIAMETER

11/16" FIXTURE

1"

3"

EXPANSION ANCHOR (TYP)

NEW 5/8"Ø X 6"

OF ABUTMENT

VERTICAL FACE

CABLE LOCATION

TO ACHIEVE SPECIFIED

ANCHORAGE LOCATED

NEW 3"X3"X1/2" ANGLE

NEW BOLT TYPE SHACKLE

A

B

ELEVATION

SECTION A-A

SECTION B-B

A

B

6"

3"

3"5"3"

HOLE DIA.

9/16" FIXTURE

ANCHOR

EXPANSION

PEDESTAL

CONCRETE

EXISTING

TIMBER

COMPOSITE

NEW BUILT-UP

/2

PLATE BRACKET

NEW 3/8" BENT

WITH WASHERS

ROD OR BOLT

NEW 3/4" THREADED

EXPANSION ANCHOR (TYP)

NEW 1/2"Ø X 3-3/4"

pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Hurricane Barriers/Stamford Hurricane Barrier/FY18 Underwater Repairs/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Pede

7:01:49 AM 5/24/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript.dscript

E5

SCALE: 1 1/2" = 1'

TIMBER ANCHORAGE DETAIL

1' 2'0 6"

C5

SCALE: 1/2" = 1' 0 2' 4'1'

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

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2 TIMBER ANCHORAGE - 1/2" DIA, 3-3/4" LONG HILTI KWIK BOLT TZ OR APPROVED EQUAL

NOTES

CABLE ANCHORAGE - 5/8" DIA, 6" LONG HILTI KWIK BOLT TZ OR APPROVED EQUAL

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

NEW CABLE LOCATION

STAINLESS STEEL CONCRETE EXPANSION ANCHORS

NEW BUILT-UP TIMBER DETAIL

CABLE ANCHORAGE DETAIL

COVER PLATE.

NECCESARY, WITHOUT INTERFERING WITH NORMAL MOVEMENT OF TRENCH

PREVENT TRENCH COVER PLATE ROTATION, ADJUSTING LOCATION AS

5. CONTRACTOR SHALL FIELD VERIFY THAT PROPOSED CABLE LOCATION WILL

(ULTIMATE STRENGTH > 20,000 LBS)

4. SHACKLES SHALL BE 316 STAINLESS STEEL, 5/8" BOLT TYPE SHACKLES

(CABLE PRE-TENSION SHALL NOT EXCEED 3,000 LBS)

3. WIRE ROPE SHALL BE PRE-TENSIONED TO ACHIEVE LESS THAN 2" SAG

STEEL TURNBUCKLES (ULTIMATE STRENGTH > 20,000 LBS), ONE AT EACH END.

2. WIRE ROPE TENSIONING SHALL BE ACHIEVED WITH VIA TWO 316 STAINLESS

OF ALL DEBRIS TO ENSURE EVEN BEARING OF NEW COMPOSITE TIMBERS

1. CONTRACTOR SHALL ENSURE THAT CONCRETE PEDESTALS ARE CLEARED

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SC-501

1-

CORPS OF ENGINEERS A B D E

1'.10"

-,[tiGufde frock casfmq

- hlock.ouf

I ~~ I "' ' a")

"j

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.v - '

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"' ' ~"' ~l'I • '

-~::'7::":~--r~f--------+-~8"-=0~o~fe=-"'p=e~~~e=s=fa~ls,,__~~~11T11=0_¥-~'"-=~8~e~:~H_·~~~-"--,-. t-t--~·-------~:~9~0~".--r__~l!l'?nchors, ?Yf'e h'I" <::>

10'-0"deep JOO'.G"

5'- 4" 3 s cs~ 5;73 '': IG.~!ob" 4' 4~"i,G::'I0 3 . ts ';c,os! 7 a,,,. c: 77:i"I 5 '- 7{;' cs cs6>5~~;· Gi' ()~· 4'1-3e" 3 3 <i." !i'' 7~~ 1r.'10~" 5· 4"

+--==""'=r==l- . ~1-~~ --~~::~~~ .. n-tn_ t --=+~;/:tt- . r ~::~~~1':~-t ·:r_: --=l-~-;~.~~~-.. -_ --. .. !---,-'-------

. ,.,.,,,_,, • ,.,,, ____ , • ''" • ,.,.,.__..+.._n ____ ,,_,.,.,. ,., ,. "' ,.,,.,_,,. ____ 4_ • •• • • • ',_, -+----- ,,.,. ,.,,,, ___ _, ______ _.U_ ••••••

Face of wesf a6ufrnenl F====-r··----

''f:l" J?nchors

Nofe:

Concrete to be poured solid aqoinsf sOf.A'1<1 roci:..11' fop of roe/:.

afconc. line is /Jelow a-e3.q, the Confracling Officer sha//./,e nofifiett'

All r~1'nf"i@1:0" e.w.,~fe.<cepf as noted

'o ff// Anchor bar ~ n;pe "a ''(T':lfi)

Face of Sill casfin

£1.-18.0

€1.-1550

PLAN-GATE SI LL

SCI\ Lt: 1/8"~ 1co"

SECTION A-A

SO-Lt:3/lb' = i'-o"

34 ·- o"

S[CTION B-B

sc~.Lt.: V•l"=1'-o"

I

/issumed

I~--·-~ 9'. ..

FOUNDATION

Face ol e?asf o/Jufmenl tnsfall femporar'f. pipe plug fo prevent cone.

fro,.,., enferinq pipe

F n

~11/l~nchor

] ~c~ut~~/qoe

I I ;tf;'•

H U. S. ARMY

Grouf envelope

TYPE ''8 ANCHOR BAR DETAIL

TYPE A ANCHOR

SC1'LE: lit"' 1'-0"

BAR DETAIL

DRAIN DETAIL

.. •. -··-- ___ "!i,~J.;O~'e.f.~ - - .

ELEVATION SECTION

GATE PEDESTAL DETAILS

£1.-15. SECTION D-D

SC.I.LE :1/4",(0"

GRAPHIC SCALES

4' 0 4' a· 12' 16' 118''' 1· O"

0 4' a· 3116 = 1' o"

4' 0 4• 114", 1' o" µ iiMl j 3' 3' 4'

20'

12'

8'

4' I

5'

Sill casli11q hloctoul,see sh'l:120,~3'-'{!!-~

J:filQ_ f:t-!8.57S

~~J,!;$;;;;1;;ll;~~-£l-2~~

~=-~~~~~~E~l-2.5,G7 EL-er.so

Roel: anchors see Hinge Anchoro9e Delails on Sh7.IZO

(TYPICAL)

SECTION C-C

sc~u.:1r<I··r-o·

El.-1~5_

Tarpaper Jf. f'rom ct~ ~2.0 fo a-e3.4~DO <!JpOX!f.

For addifionol reinf, see Secf. c-c

PLAN ·E-E.

& For details of qate fie down anchors aod ioserf.i, see 5heef 1208.

All Faces of h/ocf..ouls shed/ be freafed wifh epox(/ resin binder prior fo p/acinq of hlod:ouf concrefe,excepf as no fed. See specif't·cafions.

U.S. ARMY ENGINEER DIVISION. NEW ENGLAND

CORPS OF ENGINEERS

WALTHAM. MASS.

STAMFORD HURRICANE BARRIER

s=;;,;,~,:..=_._~ EAST BRANCH NAVIGATION GATE

AND PUMPING STATION

STRUCTURAL

GATE SILL AND SLAB DETAILS

STEEL REINFORCEMENT

STAMFORD CONNECTICUT

DATE APRIL 1964

SCALE:Ajl SHOWN SPEC. NO. CIV. ENG.19-016-65-5

RAWI UM A

STA - I

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