LD-6_W912ES-16-T-0080-PLANS-SOLIC-7-11-2016.pdf

PDF 16 MB Posted Jul 13, 2016

Attached to: Lock and Dam 6 Roof
Solicitation number: W912ES-16-T-0080
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

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W912ES-16-T-0080 Plans

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W912ES-16-T-0080-0004.pdf	PDF	Sep 13, 2016
W912ES-16-T-0080-0003.pdf	PDF	Sep 2, 2016
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W912ES-16-T-0080_Full_RFQ_including_Amendment_1.pdf	PDF	Jul 27, 2016
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CENTRAL CONTROL STATIONS ROOF REPLACEMENT

FOR

LOCK AND DAM 6 – TREMPEALEAU COUNTY, WISCONSIN

W912ES-16-T-0080

CONTRACT DRAWINGS

DESCRIPTION PAGE

LD 6 - CONSTRUCTION DRAWINGS 2

LD 6 - SITE ACCESS AND STAGING AREAS 10

LD 6 - SITE PHOTOS 14

LOCK AND DAM 6 – TREMPEALEAU COUNTY, WISCONSIN

W912ES-16-T-0080

LOCK AND DAM NO. 6

CONSTRUCTION DRAWINGS

2' -11"

0 0 0 0 ~ i- ·--+1' ----------~--~li__ ______ ~-----~-~·~--~--_!!1 1~1·-~o~-- ~-~~~--1'-~~~~~~----------f-·~~--~~~~~-'--<

J 17'-3" j. 24'· 0" I 24'-0" ~ 24'-0' ' I ' 16'-0' M I

· 1 17'-JN I I 90'-10"" I • I

I 1·-5· 1•-5•

~ i !

~/~-=--'i

I I

~SHORT

IS~CTION

I .

GENERATOR EXHAUST

PIPE. <SEE DWG. 70/466>

I .

I f'X\IT1 THRU EXT.

WALL AT T IST FLOOR

I 1·- s·

8-~- ·-1--------

I I -- - ' ' ' -

'-- -~1~~~Lft~LAGi·~~u tlfflV~. ?~+O~==~~·~~~~=s/~tt~~!-::-:-=-=-:=-~-f-~- ~~-~~..J.~of~~-·~2 7i,1r;-•-f------ ----0

<BE.LO~i_+> I 1111 II v - 1•J f1iRMl TDHO~AWTIN· rxwfl THRU EXT. :;\- 3• DIA. VENT N_ ~~ ~BREA' R" ~WALL +1 • FOR EMERGENCY

I i", I ' M I GEN. DAY TANK \

V i.' :l

1 lll'l~,.._;:::1---11 I - ALUM wow FRAMING ~ ®\ ~@ ~ !@ \ \ ?!kl~i¥/:Of + I l/2"

THRU BAY

WINDOW

W/INSUL GLASS !TYP.> ~ \8)EF· I0

5 t><\ t>< V ' _,--- SINETEAKNEOTHEOODS CURB

SEE DWG. 70/419 .·429 _u I/ I DOWNSPOUT =-.

-'----·-----r DN / -.:= __ <_T_YP_.__;6_ PL"-A- C;_;E;_;S_> l-1---,I~ cs 1 @ , lp4·_ \ ~ 1 l_ 1,_ r- e~ ~4• t§IEF-104

0- --~~-- -- - • • w ~ I .J 9·w x 4'H. u ~ 1·-w r-~ (20~ 14~6" t-t:: ~--BoucR1cK,~DD..___,· -- - ~------ BASE rss'o2l .., ~@" ,... L T£RRAZZo M~K~T~o~~D ~-4·-0· \ . <201 .1 ;;,L~ D-1-Tr_P_._> -==-==---------' aln 70/!!fil

0 -

'l'

~~Lr~ I~ ,\ ~ FLOORING ~ ~ ::f ~ L. R r-\ ~ Lr- 8'W x 4'H SEE NOTE 77 : J 0

• e1~ MASTER 17 ~ • KITCHEN KC ~ , 3 IN MECHAN- l7rl!Ol<>I \

- .r.::i..I h LOCK - i,.. l~o TACKBOARD ~ w_ THRU LOUVER~ l@t ~ = D N ~U-101 I DD

~+----,,------{n~~ OFFICE 5'-7 I ~:.. ' -;- CASEWORK 70/425 ~ : a: ~ICAL ROOM ilQLi!1. D SE£ NOTE 5

~ ..),_, CA ~AUGE ! ~ (!; fill) ~~~~/ ~ T:n;r ~ MECHANICAL • : I I II \ I Ir 11 II II + 1!f-... ~e RECESS ~ u l<;"IJ 1 fBS52l ~:? ~ lO • I §!j @ ;..+1!...·-----*--l-__1.-----LL-. ....J..l.-...IJ.-.1.!...-L~R!!!I Dil!G:s.E ___ _!_j

~ ,~ ' STHREUR SW2 ,'il_[j - 4'W x 4'H L ~0/~2 WALL V ,~ nh~ ~ FOR TYP. FLOOR ~ /_...,.,.....___ \..-2 4':0• x 4'- 6" ' WHALAl '170/4201 ...-- ~ '. OPENINGS, SEE • . 4'-5" EQUIP. BASES I ~~-

.. +-----.....:¢.""2"-1!:,1'..Q.' ',1 BASE AT~LL ~ [.,.o~ TACK~~D_________ ~ -e ~~0~;25 - :--s·1·tOTE 4 LOUVER . r.:;.. >-~ -t SEE SPEC ~- ~ N <ef I ~E[tR ~ I- I l !oil 5'- 5 7/8"'

0 i r. "refon BASE HYP.>~ ~

~xw2 f291 LN I ,, • 2 .ll-lmJ-~=!..1 oF 1NT -·-;===:::;;~

• I TERRAZZO I XW/ I '-= () I I I TOILET1, Et ~ WALL • ~ I FLOORING • ~. ....,, I @2!l b.< I "' QI I SEE NOTE 7 ::;: I 6Qtl. V' ~ !.J ! ! - -_ -~I !

<;' '-:'.!:7'l 'C./ - , - rsTo'l STORAGE

I ( ,.. "" " .F. ·r ' -r - =- SHE.L VES

- - - - - - - - '\ ..,_ - ,, ' I I <O ------- I f2Q5l ~ ROOM 205 -

EF- 108

TYPICAL

EXHAUST

FAN CURBS

FOR ROOF

CURB. SEE

NOTE 5

--1- • i r ~ I .......__ __ _

1111111 EF· t07 - rsrnC~ I

; 1

INSUL. PRECAST f

CONC. PANELS·.:_;

~ ~ ~-il---=J :--I -------------

~ToY.fE> 6SEE EF-1 06 ~~D~j_ VENT ~ ~~~ER LMW

OFF! CE 70/430

WINDOW

~· 1 ~~ SEPARATER 70/413

BEARING ELEV.

RESTROOM ,~ 1-- RTU-1 03 •I" TIRE 2ND FLOOR ROOFING

----------8

..),_,LONG

~SECTION

I 1/2" /i'--.. ~ NOTE1 PRECAST PANELS :_/ . ;(1/2"

2ND FLOOR f1'iR2l 11"- II~ + 14'-0" FOR EN-/MEMBRANE

ENLARGEl.f'.NT ~ SEE NOTE 5 + fo\-~ - l _-_-+,_~~-~~---------_ -___ -_ ........... - .._.·;:.;;;J~~j+_2~-~l/;;p2~-~-::::_~0"itt-±ii----~-~-= .. ~-~-=-=-=-=-=-=-=-=_£~;-~~~~;;;Jt;;;;;;;;~"~;;;;;;·li ~·13/~;;;;;;;;;;;~;~~:;.;.:;:;:;,;.=.:;;;;;;;;~;::;;;;;;;:i~=-i.~00-'-:;,.;;.;.;;;;~11~•·,:'-1-fl;\I -- -- -- -- -- (()\ v- FACE OF • \:._)

PRECAST l - ~SHORT - FOOPRENTINYGPS., RSOEOEF _) ~I 't SCUPPE.R WITH

GENERAL NOTES:

I. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY OR METAL STUDS,

UNLESS OTH ERltllSE NOTED.

2. SURF ACE MOUNTED F IRE EXT!NGU !SHER CABINET AND FIRE EXT !NGUISHER

DESIGNATED BY S.F .E. MOUNT BOTTOM Of CABINET AT 4 FT . AFF.

3. RECESSED FIRE. EXT !NGU!SHER CAB !NE.T AND FIRE EXT l NGU ISKER

DES I GNATED BY R . F . E .

4. REFER TO STRUCTURAL DRAltlJNG 70/440 FOR S !ZE l LOCATION OF OPENINGS FOR

MECHANICAL ROOF AND FLOOR PENETRATIONS.

! 170/4171 SECTION NOTE 4 METAL COPING D~NOTES CHANGE IN !L?TOYWP~s~~u~)

I ~ ROOF ELEVATION IN

I ~~~~JION TO ROOF ;

I I t I PLAN VIEW

I SECOND FLOOR ANO LOWER ROOF J/""'J ~M" ,,,. .. ,.~

( TYP. I

ml lli&ill

AS·BUIL T OllAWING us Array eo.,..

of lnglneera St. PaulOistrict

LOCK 6 LOCKWORK - ST AG£ 2

5. VERlfY CURB DIMENSIONS WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS.

6. COORDINATE ROOF PAVER L AYOUT II/ EQUIPMENT ACCESS. ADDITIONAL

PAVERS AS REQUIRED TO ACCESS REGULAR SERVICE POINTS.

7. COORDINATE WITH CONTRACTING OFFICE.R FOR LOCATION OF TERRAZZO DIVIDER

STR JPS ltl!TH STRUCTURAL FRAMING.

10.

II.

SEE PART ION SCHEDULE AND LEGEND ON OWG. 1014 I I.

MARKER BOARD GOVERNMENT FURN !SHED AND CONTRACTOR INSTALLED.

SEE STRUCTURAL DWG. NO. 70/440 FOR DIMENSIONS/OPENINGS IN ROOF .

FIRST FLOOR STAIRS ANO SHELTERS ARE NOT SHOWN FOR CLARITY.

I .0 4 8 12 MAJOR MAINTENANCE - MISSISSIPPI RIVER

whlwil_,_1 _..1-'1._._1 __ _,_1 _ ___.! J-.-OESIGN--eo-:- cT- G---1 LOCK 8t DAM NO. 6 TREMPEM..EAJ, WISCONSIN

SCALE: ¥"" = 1·-0- NEW CENTRAL CONTROL STATION

~ O<EO<ED: CTG SECOND FLOOR PLAN

DAAv.N: DGS/GDE ANO ROOF PLAN

AS-BUil T NOTE: '\' 1-0ESIClNW--'----1----- ----...----------..---1 AS-BUil T INFORMATION ADJUST ALL ELEVATIONS fil O<E'.Cl<W: CAD ALE_, Ml70A412.0GN ORl>.WlHG ~ -0.20 FEET DUE TO ACTUAL LOCl<WALL ELEVATION • 654.30' DATE: 01• 21•97 SOI.PIO: OACWJ7-97-B-OOOI M-L6-70/ 412

AS-BUILT

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REMOVE AND RESET

A/C UNITS, SEE NOTE 3

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WEATHER STATION,

SEE NOTE 4

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REMOVE GRAVEL BALLAST,

SEE NOTE 2

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REPLACE ROOFING ASSEMBLY,

SEE NOTE 7 & 8

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ROOF ACCESS

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SCUPPER, SEE NOTE 8

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SCUPPER, SEE NOTE 8

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FURNISH AND INSTALL EPDM EQUIPMENT PADS,

SEE NOTE 11

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DENOTES CHANGE IN ROOF SYSTEM ELEVATION (TYP.)

IN RELATION TO

THE SCUPPERS AT +0",

SEE NOTE 8

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SCUPPER, SEE NOTE 8, (TYP. OF 4)

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SCUPPER, SEE NOTE 8

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FURNISH AND INSTALL EDPM WALKWAY PADS SEE NOTE 5

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PARAPET WALL METAL COPING:

REMOVE AND RESET, SEE NOTE 3

FURNISH AND INSTALL, SEE NOTE 12

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APPROXIMATE LOCATION OF 2 ADDITIONAL PIPES

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APPROXIMATE LOCATION OF 2 ADDITIONAL PIPES

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DOOR SILL, SEE DETAIL ON PAGE 7

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REMOVE AND RESET DOWNSPOUTS

(TYP OF 4) AS NEEDED SEE NOTE 3

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LOCK AND DAM NO. 6 - GENERAL NOTES:

1. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY OR METAL STUDS, UNLESS OTHERWISE NOTED.

2. REMOVE AND STOCKPILE GRAVEL BALLAST, CONCRETE PAVERS, AND PAVER PADS.

3. REMOVE AND RESET DOWNSPOUTS, GROUNDING WIRES, A/C UNITS, AND PARAPET WALL METAL COPING (UNLESS OPTION 1 IS EXERCISED).

4. CAREFULLY REMOVE WEATHER STATION AND GIVE TO LOCKMASTER.

5. FURNISH AND INSTALL NEW EPDM ROOF WALKWAY PADS TO REPLACE CONCRETE PAVER PATHWAY TO BUILDING EQUIPMENT AND REGULARLY SERVICED POINTS.

6. REMOVE AND DISPOSE OF EXISTING ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO, EPDM MEMBRANE, TAPERED INSULATION, BLOCKING, PERLITE, TREATED PLYWOOD, FLASHING, CLAMPING, CONNECTIONS, CAULKING, ADHESIVES, AND SEALANTS DOWN TO METAL ROOF DECK AND CONCRETE PARAPET WALL

PER EPDM MANUFACTURERS REQUIREMENTS AS SPECIFIED.

7. FURNISH AND INSTALL NEW ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO, EPDM MEMBRANE, TAPERED INSULATION, BLOCKING, COVER BOARD, TREATED PLYWOOD, FLASHING, CLAMPING, CONNECTIONS, CAULKING, ADHESIVES, AND SEALANTS PER EPDM MANUFACTURERS REQUIREMENTS AS SPECIFIED.

8. PENETRATION INVESTIGATIONS AT SCUPPERS SHOWED NEW ROOFING SYSTEM ASSEMBLY IS REQUIRED TO CONSIST OF A MINIMUM OF 3" THICKNESS INCLUDING

COVER BOARD AND INSULATION.

9. ROOF BUILT-INS SHALL BE PROPERLY PROTECTED, FLASHED AND FINISHED PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS.

10. REMOVE AND DISPOSE OF EXISTING EQUIPMENT PADS BELOW A/C UNITS.

11. FURNISH AND INSTALL NEW EPDM EQUIPMENT PADS BELOW A/C UNITS.

12. OPTION 1 - FURNISH AND INSTALL NEW PARAPET WALL METAL COPING, COLOR TO MATCH EXISTING.

13. OPTION 2 - FURNISH AND INSTALL NEW VERTICAL TREATED PLYWOOD AND INSULATION TO PARAPET WALLS.

l.IETAL GUTTER

0 ICE GUARD, 15" r-II/DOWNSPOUTS

0 <SEE ELEVATIONS

FROM ROOF EDCE FOR LOCATIONS>

<SEE SPECIFICA TIONSl -, I

' -Dq ~ --- 1--~- .. r- r-· ... r- .... •! l"9' .. -,- ~ - -- - -- - ,_ r- - - ,._.. - -.--- - - r- - - - -- 1- r- -t '\ I/ I ' " / I

• '\ I/ [OJ .

~"' '\ I/ I

~ lL ' .

" RIDGE CAP.""\ IL I I ii! I

I I '\ I I I I I\ I/ I

• ~ / I I I I ... I" [()] I

/ ... I'\ ST ANDING SEAM 0 I

~/ / METAL ROOF ASS'Y ...

"' I'\ ·~ .--/ . I" I

' I'\ .. / 1"-~ I r~ r~ I I'\ I r-. il I r-- -- ' ~ , ...... 1- •i- •i- 1-- i--i-- - -,_ - ,_ - -- ,_ - _,_,_ - . ->-- - - ,._.. - - 1-r- - -.- - ~ ~ - r-r- - 1- k0 I

DOUBl.E WALLED

MTL FLUE

dJ. PLAN VIEW

STANDING SEAM ROOF

SCALE: 3116• : 1•-0•

MTL STORM COt.lAR

PACK WI FIRESAFINGt---~

FLUE ROOF SUPPORT

ASSEMBLY - ----

CLEARANCE AS REO'D

SY FLUE MANLF ACTUIER

SECTION - TYP.

BOILER FLUE

SCALE• I 1/2"•1'·0-

WATER CUT-OFF

l.IASTIC

S.S. CLAMP ---i

SINGLE-PL Y EPDM

ROOFING MEMBRANE 7

ROOF BALLAST

SECTION

. VARIES

A r---- VENT

I PRE-FOAMED PIPE

SEAi. W/ LAP

SPLICE

- BONDI NC

ADHESIVE

ROOF VENT PENETRATION- TYP.

SCALE1 I 112•:1•-o•

70/412

~---TRANSVERSE

SEAM

3/4• PERLITE

SEE MECH. FOR

VENT SIZES----

SECTION - TYP.

VENT ON SLOPE

SCALE> I 112•: l' -0-

0-.

MTL CAP, LAP MIN 2•

INSIDE VENT PIPE

- 3/4" SHOW

INSTALL SEALANT lJNOER

ALL METAL CLAD FACIA

I!;

a a:

10·

J!.

--t-2~·.....,.. _ _ s,· - - -i--r-

N t-- -- - ---~ r----r

/ J / 4• PLYWOOD

/ EACH SIDE

PRESSURE

TREATED

2X4'S 0 16" D.C.

,..,-EPOM FlASHINC

/ W/ LAP SPLICE

& SEAi.ANT

J/8" BOLT &

WASHER O

1s • O.C. MAX.

SECTION EFC

EXHAUST FAN-TYP.

SCALE> I 1/2"=1'-0"

:,.~h · ··~::·

70/412

' I ' .,. ____ __ _ _ 1 e· l'--112• TREATED PLYWOOO

OH I" INSULATION

'-- MEMBRANE ROOF & FLASHING I SYSTEM OVER TAPERED INSUL.

, RE: SPECIFICATI0"5.

SPEC.

12· L WOOD BLOCKING

-----~----1 <PRESSURE TREATED>

HOLD l!ACK OF

SCUPPER 112•

l'ROM WALL

DETAIL

SCUPPER - TYP.

SCALE1 HOt£

GENERAL NOTES:

101411

I. ALL DIMENSIONS ARE TO FACE OF CONCRETE, l.IASONRY OR METAL STUDS, l.N..ESS OTHER WI SE NOTED.

2. REFER TO STRUCTURAL DRAWINGS FOR SIZE & LOCATION Of OPENINGS FOR

MECHANICAL ROOF & FLOOR PENETRATIONS.

3. VERIFY CURB DIMENSIONS WITH EOUIPMENT MANLFACTURER'S REQUIREMENTS.

4. COORDINATE ROOF PAVER LAYOUT W/ EOUIPMEHT ACCESS.

ADDITIONAL PAYERS AS REOUIREO TO ACCESS REGLl.AR SERVICE POINTS.

5. COORDINATE LOCATION OF TERRAZZO DIVIDER STRIPS W/ CONTRACTING

OFFICER.

I g• s• J• 0

"'"'"'"'' ''"'' '''"' SCALE1 l!/z" = 1•- 0 •

AS-BUil T AS Of JUN-1999

I 0 4 8 ""' I I I I I

SCALE: ~· = l'·o·

I lliliil us Amr( <Mp• of ln9lneer1 SI. Paul Dlslrlct

AS-BIAL T DRAWING

LOCK 6 LOCKWORK - ST AGE 2

MAJOR MAINTENANCE - MISSISSIPPI RIVE.R

. r r-r:OWOHE.t>=:=--;:,cT-=c:----i LOCK .. DAM NO. 6 TREMPEM.EAU. WISCONSIN ~ C>IEO<UI: cTc NEW CENTR~ CONTROL STATION

ROOF PLAN

ANO DETAILS DRAWN: OGS/GOE

~= r:J>D ALE......,, Mt70A~l3.0GN DAAM<G........., Cll>TE: 01-21·97 SOL HO: DACW37- 97-B·OOOI M-L6-70/ 413

·AS- BU ILT

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LOCK AND DAM NO. 6 - GENERAL NOTES:

1. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY OR METAL STUDS, UNLESS OTHERWISE NOTED.

2. REMOVE AND STOCKPILE GRAVEL BALLAST, CONCRETE PAVERS, AND PAVER PADS.

3. REMOVE AND RESET DOWNSPOUTS, GROUNDING WIRES, A/C UNITS, AND PARAPET WALL METAL COPING (UNLESS OPTION 1 IS EXERCISED).

4. CAREFULLY REMOVE WEATHER STATION AND GIVE TO LOCKMASTER.

5. FURNISH AND INSTALL NEW EPDM ROOF WALKWAY PADS TO REPLACE CONCRETE PAVER PATHWAY TO BUILDING EQUIPMENT AND REGULARLY SERVICED POINTS.

PER EPDM MANUFACTURERS REQUIREMENTS AS SPECIFIED.

8. PENETRATION INVESTIGATIONS AT SCUPPERS SHOWED NEW ROOFING SYSTEM ASSEMBLY IS REQUIRED TO CONSIST OF A MINIMUM OF 3" THICKNESS INCLUDING

COVER BOARD AND INSULATION.

9. ROOF BUILT-INS SHALL BE PROPERLY PROTECTED, FLASHED AND FINISHED PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS.

10. REMOVE AND DISPOSE OF EXISTING EQUIPMENT PADS BELOW A/C UNITS.

11. FURNISH AND INSTALL NEW EPDM EQUIPMENT PADS BELOW A/C UNITS.

12. OPTION 1 - FURNISH AND INSTALL NEW PARAPET WALL METAL COPING, COLOR TO MATCH EXISTING.

13. OPTION 2 - FURNISH AND INSTALL NEW VERTICAL TREATED PLYWOOD AND INSULATION TO PARAPET WALLS.

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REMOVE EXISTING ROOFING TO METAL DECK, SEE NOTE 6

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REMOVE GRAVEL BALLAST, SEE NOTE 2

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REPLACE ROOFING ASSEMBLY, SEE NOTE 7 & 8

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REMOVE EXISTING ROOFING TO METAL DECK, SEE NOTE 6

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REMOVE GRAVEL BALLAST, SEE NOTE 2

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REMOVE GRAVEL BALLAST,

SEE NOTE 2

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REMOVE EXISTING ROOFING TO METAL DECK, SEE NOTE 6;

AND CONCRETE PARAPET WALL IF OPTION 2 IS EXERCISED.

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PARAPET WALL METAL COPING:

REMOVE AND RESET, SEE NOTE 3

FURNISH AND INSTALL, SEE NOTE 12

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REMOVE GRAVEL BALLAST,

SEE NOTE 2

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REMOVE EXISTING ROOFING TO METAL DECK, SEE NOTE 6;

AND CONCRETE PARAPET WALL IF OPTION 2 IS EXERCISED.

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REPLACE ROOFING ASSEMBLY,

SEE NOTE 7 & 8

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FURNISH AND INSTALL EDPM WALKWAY PADS, SEE NOTE 5

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REMOVE EXISTING ROOFING TO METAL DECK, SEE NOTE 6

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PARAPET WALL METAL COPING:

REMOVE AND RESET, SEE NOTE 3

FURNISH AND INSTALL, SEE NOTE 12

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SEE NOTE 7 & 8

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SEE NOTE 7 & 8

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REPLACE ROOFING ASSEMBLY,

SEE NOTE 7 & 8

1'· 3"

2'- 11"

~ EL.23'- 10"

TOP OF PRECAST.

~ EL.9'-3"

BOTTOt.4 Of PRECAST PANEL

EL 1'-9" TOP OF PRECAST PANEL

'! EL 0 ' -0"

-'f TOP OF FIN FLR. /1 J~~E~L-~o-~e-·~~~~~~ , <JI TOP OF CONC i

FOUNDATION

MONOLITH

STAIR /

• J --'

$ EL. 23' · 6"

TOP OF STEEL

$ EL 14' -0"

FINISHED SECOND FLOOR

$ EL 6'-5"

$ EL. 0.00'

FINISHED FIRST FLOOR

$ EL -4'-0"

TOP OF LOCK WALL

4•

6'-11"

I/ CART I

I/ SHELTER _J

INOTE II

I \i I I

CART SHELTER CUTTER _J ci~

CONNECTED TO DOWNSPOUT :1

FOR GUARD RAIL ISEE

STAIR 0 2 DETAILS DWG.

70/450)

4•

CONCRETE

FOUNDATION

MONOLITH

ELEVATION

DOWNSTREAM

SCALE: 3116" ; 1•-0•

ELEVAT ION

RIVERWARD

SCALE: 3/16" : 1'-0"

§ CJ

~ 0

I ~

I ci· ''" ii'.I

VERIFY NEW GRADE LINE

CANTILEVERED

CONCRETE MONOLITH

:ii ct

? a.

CJ c5

F ~ .,.

a: - - 0 g

7~ @ @ • ct "'a:

\ 7 "'

\_ COILINc_/

CONCRETE J

SLOPES

STEEL AT GRADE

DOORS

STAIR

•3

ELECTRIC

CART SHELTER

ISEE NOTE 11

ALUM

GUARDRAIL/

HANDRAIL

I 0 8 12

[J.ll,_.S_C~A~L~E,.....,~~.-=-l~'--0-.---' i

I I

I c1l z ' 0:1

LEGEND

l'-9"

4•

EL. 15' -3" TOP OF PRECAST

EL. 13'·7"

TOP OF (2"X2"1 CHAMFER

- STAIR

• 4

I EL 0' -o· ~

TOP 0 F FIN FLR~

C : CLEANABLE WINDOW (OUTSWI NC OR INS\llNGl

F : FIXED CLASS WINDOW

0 : OPERABLE WINDOW IOUTSllINC II/DROP HEADl

PC: PRECAST CONCRETE

NOTES:

! . TOW HAUL AGE & ELECTRIC CART SHELTER NOT SHOWN FOR CLARITY.

SEE DWC. 78/430 & 78/43 l.

2. TOP OF LOCKWALL EL. 654.3 EQUAL TO · 4' · 0" .

3. SEALANT TO BE USED AT ALL PRECAST PANEL JOINTS ON EXTERIOR AND I NTERIOR

OF BOTH FLOORS. SEALANT ALSO TO BE USED WHEREVER PRECAST PANEL IS IN

CONTACT WITH CAST IN PLACE CONCRETE. USE SEAL ANT AROUND ALL GUARD POSTS

AS·BUIL T AS Of JUN-1999 r.1111'1 llililll

AS·BUIL T DRAWING

us Anir Corps of Englneen St. Paul District

LOCK 6 LOCKWORK - ST N:t£. 2

MAJOR MNNTENN-!CE - MISSISSIPPI RIVER

"--'------! LOCK Ir DAM NO. 6 TREMPE.ALEAIJ, WISCONSIN OESIGN6>. CTG

~ CH£()<EO! CTG

ORA.WN: DGS/GDE

OESIONeC>

C>ECKEO·

DllTE: 01-21-97

NEW CENTRAL CONTROL STATION

EXTERIOR ELEVATIONS

RIVERWARD & DOWNSTREAM

AS- BUILT

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PARAPET WALL METAL COPING:

REMOVE AND RESET, SEE NOTE 3

FURNISH AND INSTALL, SEE NOTE 12

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LOCK AND DAM NO. 6 - GENERAL NOTES:

1. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY OR METAL STUDS, UNLESS OTHERWISE NOTED.

2. REMOVE AND STOCKPILE GRAVEL BALLAST, CONCRETE PAVERS, AND PAVER PADS.

3. REMOVE AND RESET DOWNSPOUTS, GROUNDING WIRES, A/C UNITS, AND PARAPET WALL METAL COPING

(UNLESS OPTION 1 IS EXERCISED).

4. CAREFULLY REMOVE WEATHER STATION AND GIVE TO LOCKMASTER.

5. FURNISH AND INSTALL NEW EPDM ROOF WALKWAY PADS TO REPLACE CONCRETE PAVER PATHWAY

BUILDING EQUIPMENT AND REGULARLY SERVICED POINTS.

WALL PER EPDM MANUFACTURERS REQUIREMENTS AS SPECIFIED.

8. PENETRATION INVESTIGATIONS AT SCUPPERS SHOWED NEW ROOFING SYSTEM ASSEMBLY IS REQUIRED TO

CONSIST OF A MINIMUM OF 3" THICKNESS INCLUDING COVER BOARD AND INSULATION.

9. ROOF BUILT-INS SHALL BE PROPERLY PROTECTED, FLASHED AND FINISHED PER

RECOMMENDATIONS AND INSTRUCTIONS.

10. REMOVE AND DISPOSE OF EXISTING EQUIPMENT PADS BELOW A/C UNITS.

11. FURNISH AND INSTALL NEW EPDM EQUIPMENT PADS BELOW A/C UNITS.

12. OPTION 1 - FURNISH AND INSTALL NEW PARAPET WALL METAL COPING, COLOR TO MATCH EXISTING.

13. OPTION 2 - FURNISH AND INSTALL NEW VERTICAL TREATED PLYWOOD AND INSULATION TO PARAPET WALLS.

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PARAPET WALL METAL COPING:

REMOVE AND RESET, SEE NOTE 3

FURNISH AND INSTALL, SEE NOTE 12

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PARAPET WALL METAL COPING:

REMOVE AND RESET, SEE NOTE 3

FURNISH AND INSTALL, SEE NOTE 12

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ELEVATIONS SHOWN FOR REFERENCE ONLY

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REMOVE AND RESET DOWNSPOUTS

(TYP OF 4) AS NEEDED SEE NOTE 3

EL. 15'· 6Yi"

TOP OF PARAPET

~ 4•

,.I. EL. 15•.3• .,... TOP OF PRECAST PANELS

I , I§ ~r" ·r STAIRS "' "' - z

•4\ ..

0..

EL. 0 '·0 " t

TOP OF FINISHED FLOOR

,I,,. EL. - o·- s· ./ .,., BOTTOM Of PRECAST PANELS

B c

Q I

I cp

I .

I I

I 9'·9"

I l

' TWO PANELS 0

I ARCfl £ I .

8'·0" 5'· 8" . 5'- 8" 4'-8 "' i l'-9"

' 1·-5•

I 1s · o·

METAL I

BL ANK OUT PANEL FLASHING

WITH MATCHING CAP7 ,

LOUVER FOR ARCH --, I

a \ (cs) @ .

0:: 9

-' ii ...

II ""

0 ? . <.o

2' ·8" 6'-0" 2'·8"

1. 11'·4"

PANEL

1·-5·

0 9' -5" rr---··--- 8'· 0" 8'·o· 5·-0·

' :i

I ...

0 . ' I .:. - '

~ I :i I

6 PANELS AT 8'· 0" =48' · 0 "

THRU

BREAK

ROOM

s·-o• lANELS

CONCRETE

PRECAST -

NEW GROUND LINE

11 ' ·0'1· ·

I i

4•-111/. • i s•- 11•

@ a g e .__

• ~ ~ I i 9"5. ;

I ' : s II ,, v ' I I ; 'r--di i z , :, -- ---..

I .

~ I ..J

""z z _ 1·-5· I <o

5' ·6" cp ' 10'·4" I

I 11'- 7" '

' c;_]~'~'J ,,~ I 0 ' F , '

, , ~ d

I ' 1' · 9 " I

1·-5· I 10·- 4· I

1' ·3"

2' · 11"

_r-- ~~fil 0~80VE

2ND FLR WOW

EL. 23' ·6" d.

TOP OF=--~sT~E'""E-l-T_UB_E --1.lv~

J ,' \

• ,'c ' ~4"THICK

PRECAST

PANELS

EL. 14'·0" d.

- ----:F'°"IN....,l"'SHEO SECOND FLOOR "f' f ~.,, HICK

PREC AST

PANE L S

El. 0 .00' ~ FINIS HED FIRST FLOOR

""I

PANELS BE LOW

2ND FLR. wow l ~·~"

8 TOW HAULA GE

SHEL TER ----------·----------·-·-----·-------------=-90=-'-·"'I0'-"-----------·--------.. ·- --·------------------- -1

SURF ACE MOUNTED

LIGH T FIXTURE

<TYP. OVER OOORWAYS> ~

112•

METAL

GUTTER

2"X2" CHAMFER

DOWNSPOU T

INSULATED

PRECAST

CONCRETE

PANELS ---..........._

0: c ... 0::

0..J

7 :i °' l£:

~j L.. a

ELEVATION

LANDWARD

SCALE: ~ • = l'·O"

ELEVATION

UPSTREAM

SCALE: '*' • = 1 '-0"

ABOVE 2" CHAMFER

INSUL. PRECAST CONC.

PANELS NARROW TO 10"

El. 25'·6"

TOP OF STEEL

EL. · 4'-0 "

TOP OF SL AB

11•-9•

<SCREENED

CLARI TY>

LEGEND

C = CLEANABLE WINDOW <OUTSWING OR INSWING)

F = FIXED GLASS WINDOW

0 = OPERABLE WINOOW IOUTSWING W/OROP HEAD>

PC= PRECAST CONCRETE

NOTES:

I. LOUVER SCHEDULE DWG NO. 701423.

2. FOR STAIRS SEE DWG. NO. 70/449· 51 & 70/453.

AS· BUIL T AS OF JJN· 1999

FOR

f.'lllP.I 111:.111

AS·BUIL T DRAWING

us Army Cofpl of Engineers St Paul Dis111c!

LOCK 6 LOCK WORK - ST AGE 2

M.'.JOR MAINTENANCE • MISSISSIPPI RIVER

~~DESIGNEO--:-cT"""G---1 LOCK 8c DAAI NO. 6 TREMPEN..EAU, WISCONSIN

4 8 12 ~ CIEO<El> CTG 1t11 I 1 I I I I I OOA'Mt! OGS/GOE 1 0

NEW CENTRAL CONTROL STATION

EXTERIOR ELEVATIONS

LANDWARD & UPSTREAM SCALE• '*' H = 1·-0·

AS-BUil T NOTE: 'f OESlGNEO:

AS-BUILT INFORMATION ADJUST All ELEVATIONS e 1-CH- ECl<ED--,----1-C.O--Fl-LE----.,-M-1""1o_A_4_15-.-0G_N_T_..,..._- .""G,.-NIJMSE-'."."A-: ------r=C""'.":-=-1 -0.20 FEET DUE TO ACTUAL LOCKWALL ELEVATION • 654.30' 1-DA.L.TE:-· """o-1-_,.2.,..1--=-97=----i--SOL-NO_:_O,...A_C_W;.;,J.,;7--9'""7'""-B"'-'""0"'"00~1 M-L6-70/ 415

AS-BUILT

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LOCK AND DAM NO. 6 - GENERAL NOTES:

1. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY OR METAL STUDS, UNLESS OTHERWISE NOTED.

2. REMOVE AND STOCKPILE GRAVEL BALLAST, CONCRETE PAVERS, AND PAVER PADS.

3. REMOVE AND RESET DOWNSPOUTS, GROUNDING WIRES, A/C UNITS, AND PARAPET WALL METAL COPING

(UNLESS OPTION 1 IS EXERCISED).

4. CAREFULLY REMOVE WEATHER STATION AND GIVE TO LOCKMASTER.

5. FURNISH AND INSTALL NEW EPDM ROOF WALKWAY PADS TO REPLACE CONCRETE PAVER PATHWAY

BUILDING EQUIPMENT AND REGULARLY SERVICED POINTS.

WALL PER EPDM MANUFACTURERS REQUIREMENTS AS SPECIFIED.

7. FURNISH AND INSTALL NEW ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO, EPDM MEMBRANE, TAPERED INSULATION, BLOCKING, COVER BOARD, TREATED PLYWOOD, FLASHING, CLAMPING, CONNECTIONS, CAULKING, BACKER ROD, ADHESIVES, AND SEALANTS PER EPDM MANUFACTURERS REQUIREMENTS AS SPECIFIED.

8. PENETRATION INVESTIGATIONS AT SCUPPERS SHOWED NEW ROOFING SYSTEM ASSEMBLY IS REQUIRED TO

CONSIST OF A MINIMUM OF 3" THICKNESS INCLUDING COVER BOARD AND INSULATION.

9. ROOF BUILT-INS SHALL BE PROPERLY PROTECTED, FLASHED AND FINISHED PER

RECOMMENDATIONS AND INSTRUCTIONS.

10. REMOVE AND DISPOSE OF EXISTING EQUIPMENT PADS BELOW A/C UNITS.

11. FURNISH AND INSTALL NEW EPDM EQUIPMENT PADS BELOW A/C UNITS.

12. OPTION 1 - FURNISH AND INSTALL NEW PARAPET WALL METAL COPING, COLOR TO MATCH EXISTING.

13. OPTION 2 - FURNISH AND INSTALL NEW VERTICAL TREATED PLYWOOD AND INSULATION TO PARAPET WALLS.

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(TYP OF 4) AS NEEDED SEE NOTE 3

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REMOVE AND RESET, SEE NOTE 3

FURNISH AND INSTALL, SEE NOTE 12

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REMOVE AND RESET, SEE NOTE 3

FURNISH AND INSTALL, SEE NOTE 12

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ROOF ACCESS

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REFERENCE DRAWING – NOT TO SCALE

DOOR SILL – TYPICAL TO BOTH BUILDINGS

Polygonal Line

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OPTION 3 - LOCK AND DAM NO 5 - GENERAL NOTES

1. ALL DIMENSIONS ARE TO FACE OF CONCRETE MASONRY OR METAL STUDS, UNLESS OTHERWISE NOTED.

2. REMOVE AND STOCKPILE GRAVEL BALLAST.

3. REMOVE AND RESET GROUNDING WIRES.

4. REMOVE AND DISPOSE OF EXISTING ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO EPDM MEMBRANE, TAPERED INSULATION, BLOCKING, PERLITE, TREATED PLYWOOD, FLASHING, CLAMPING, CONNECTIONS, CAULKING, ADHESIVES, AND SEALANTS DOWN TO THE METAL ROOF DECK WALL PER EPDM MANUFACTURERS

REQUIREMENTS AS SPECIFIED.

5. FURNISH AND INSTALL NEW ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO, EPDM MEMBRANE, TAPERED INSULATION, BLOCKING, COVER BOARD, TREATED PLYWOOD, FLASHING, CLAMPING, CONNECTIONS, CAULKING, ADHESIVES, AND SEALANTS PER EPDM MANUFACTURERS REQUIREMENTS AS SPECIFIED.

6. PENETRATION INVESTIGATIONS AT SCUPPERS SHOWED NEW ROOFING SYSTEM ASSEMBLY IS REQUIRED TO CONSIST OF A MINIMUM OF 3" MINIMUM THICKNESS

INCLUDING COVER BOARD AND INSULATION.

7. ROOF BUILT-INS SHALL BE PROPERLY PROTECTED, FLASHED AND FINISHED PER EPDM MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS.

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SCUPPER, SEE NOTE 6

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SCUPPER, SEE NOTE 6

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REMOVE GRAVEL

BALLAST,

SEE NOTE 2

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REMOVE GRAVEL

BALLAST,

SEE NOTE 2

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SEE NOTE 5 & 6

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OPTION 3 - LOCK AND DAM NO 5 - GENERAL NOTES

1. ALL DIMENSIONS ARE TO FACE OF CONCRETE MASONRY OR METAL STUDS, UNLESS OTHERWISE NOTED.

2. REMOVE AND STOCKPILE GRAVEL BALLAST.

3. REMOVE AND RESET GROUNDING WIRES.

AS SPECIFIED.

6. PENETRATION INVESTIGATIONS AT SCUPPERS SHOWED NEW ROOFING SYSTEM ASSEMBLY IS REQUIRED TO CONSIST OF A MINIMUM OF 3" MINIMUM THICKNESS INCLUDING COVER BOARD AND INSULATION.

7. ROOF BUILT-INS SHALL BE PROPERLY PROTECTED, FLASHED AND FINISHED PER EPDM MANUFACTURERS

RECOMMENDATIONS AND INSTRUCTIONS.

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REMOVE EXISTING ROOFING TO

METAL DECK,

SEE NOTE 4

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REMOVE GRAVEL

BALLAST,

SEE NOTE 2

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SEE NOTE 5 & 6

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REMOVE GRAVEL

BALLAST,

SEE NOTE 2

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SEE NOTE 5 & 6

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SEE NOTE 5 & 6

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TO REMAIN

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REMOVE EXISTING ROOFING TO

METAL DECK,

SEE NOTE 4

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SEE NOTE 5 & 6

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REMOVE GRAVEL

BALLAST,

SEE NOTE 2

LOCK AND DAM 6 – TREMPEALEAU COUNTY, WISCONSIN

W912ES-16-T-0080

SITE ACCESS AND STAGING AREAS

SITE ACCESS

LOCK AND DAM NO. 6

TREMPEALEAU, WI

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CENTRAL CONTROL STATION BUILDING

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RAILROAD CROSSING

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SITE ACCESS

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CONTRACTOR

PARKING IN

PUBLIC LOT OR

IN SECURE LOT

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SECURITY GATE

REQUIRES

APPROVED

ACCESS

STAGING AREA

LOCK AND DAM NO. 6

TREMPEALEAU, WI

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TEMPORARY DUMPSTER LOCATION

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SECURITY GATE

REQUIRES

APPROVED

ACCESS

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APPROX. LOCATION OF

BALLAST AND PAVER STOCKPILE

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PUBLIC RESTROOM

FACILITIES

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PARKING IN

PUBLIC LOT OR

IN SECURE LOT

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LOCK AND DAM 6 – TREMPEALEAU COUNTY, WISCONSIN

W912ES-16-T-0080

SITE PHOTOS

LOCK AND DAM 6 – TREMPEALEAU COUNTY, WISCONSIN

W912ES-16-T-0080

Figure 1 Figure 2

Figure 1: LD-6, Roof Access from the stairwell at the West corner of Central Control Station (CCS). Notice the narrow passage between the fence and building.

Figure 2: LD-6, Ballast material and concrete pavers shall be removed and stockpiled.

LOCK AND DAM 6 – TREMPEALEAU COUNTY, WISCONSIN

W912ES-16-T-0080

Figure 3: LD-6, standing in the West corner looking to the North corner of CCS roof.

Figure 4: LD-6, standing in the North corner looking to the West corner of the CCS roof.

LOCK AND DAM 6 – TREMPEALEAU COUNTY, WISCONSIN

W912ES-16-T-0080

Figure 5: LD-6, standing in the North corner looking to the East corner of the CCS roof.

Figure 6: LD-6, standing in the East corner looking to the North corner of the CCS roof.

LOCK AND DAM 6 – TREMPEALEAU COUNTY, WISCONSIN

W912ES-16-T-0080

Figure 7: LD-6, standing in the East corner looking to the South corner of the CCS roof.

Figure 8: LD-6, standing in the South corner looking to the East corner of the CCS roof.

LOCK AND DAM 6 – TREMPEALEAU COUNTY, WISCONSIN

W912ES-16-T-0080

Figure 9 Figure 10

Figure 9: LD-6, weather station to be removed and given to Lockmaster.

Figure 10: LD-6, air conditioning units to be removed and reset.

LOCK AND DAM 6 – TREMPEALEAU COUNTY, WISCONSIN

W912ES-16-T-0080

Figure 11: LD-6, drive up access for deliveries and/or debris chute, coordinate exact parking location with Lockmaster.

Figure 12: LD-6, ground obstacle on Northeast face of building.

CONTRACT DRAWINGS

CONSTRUCTION DRAWINGS

LD-6

OPTION 3; LD-5

SITE ACCESS AND STAGING

LD-6

OPTION 3; LD-5

SITE PHOTOS

File details come from the government source that posted it. Updated Nov 14, 2017.