REFERENCE_DRAWINGS_AND_PHOTOGRAPHS_14-T-0137.PDF

PDF 5 MB Posted

Attached to
Lock and Dam # 1 Utility Roof Replacement
Solicitation number
W912ES-14-T-0137
Issued by

About this file

REFERENCE DRAWINGS AND PHOTOGRAPHS

View the file

Other files

File Type Posted
AMENDMENT_0003_14-T-1037.pdf PDF
AMENDMENT_0002_14-T-0137.pdf PDF
AMENDMENT_0001_14-T-0137.pdf PDF
SOLICITATION_W912ES-14-T-0137_8.29.14.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

UTILITY ROOF REPLACEMENT

LOCK AND DAM 1

CONTRACT DRAWINGS

DESCRIPTION PAGE

CONSTRUCTION DRAWINGS 1

SITE ACCESS 2

STAGING AREAS 3

ORIGINAL GENERAL PLAN VIEW OF SITE

SHOWING UTILITY BLDG REQUIRING ROOF REPLACEMENT 4

ORIGINAL OPERATING UTILITY BLDG DRAWINGS 5

SITE PHOTOS 6

CONSTRUCTION DRAWINGS

B6ECDSAT

Text Box

TO BE USED FOR BEAM EXISTING FEATURE LOCATIONS

B6ECDSAT

Text Box

ROOF DRAIN LOCATIONS

SITE ACCESS

Callout

LD 1 ACCESS ROAD

B6ECDSAT

Callout

PUBLIC PARKING IN DESIGNATED AREAS ONLY

B6ECDSAT

Callout

LD 1 SECURITY GATE

STAGING AREAS

Polygonal Line

Rectangle

ORIGINAL GENERAL PLAN VIEW OF SITE

SHOWING UTILITY BLDG REQUIRING ROOF REPLACEMENT

Polygonal Line

Rectangle

ORIGINAL OPERATING UTILITY BLDG DRAWINGS

I .· ' ,.

jl

I

\ 2

I

A B

Monolith 17 Monolith 18 v • " .fr80'-SY2B~

II'- 2H 2f!-.- !Q" 11'-G"

::-·-!=='I'=!=== .,;' 1 <{' ~,.... ---- :4;,·

81 ·<::

1@: ;-: :

b.;:

11 12" •4"

PLAN - EL. 732.78

ra11'i119 For brid9e 1 see d.

number S-12-

Aluminum handra Top of parapet £1. 75.3.70--il

Confracfion jo/n f .

' I

Alvm/num louvers Shop dw.9 •• .see H·LI-.3CXf14-1~ ZtJBO, 2082

'I . I"-

I --------

,-==-- 1 I

' I I I

·I I f-- Contraction joinf See lJefail 1»1

Sheet S-11

1\

• I p p ., -- / ; tj)l

'~\ -1\ ~ // \

~ k./ ~ 1'\, I ,, , ' I

' I I ' 1/ . ' Lock wall £Z 732.70 ffi Fabric at~ I ln.s -fall ir.ame~ for /ovver.s ---- \g) as prescribed in Defat!@ £esf £/ev WEST ELEVATION f_ '-'i- - --~~

ID

~Top of' parapet - ~

£1.763.20 ~- I I

I I

Canfracfion ,/oinf See lkfail on Sheet S-11

- - -- - _--fM' - 'C

,...-_E¥i3fing h1ntfrai/ .

1111 II ~ lE

® ~- ' .. f ~ .

'~ '''":t ~q=-1 "i_:/, I

Locf rra/1 £/. 732.10

• I T ~;

EAST ELEVATION

B p

---Detail @ (typ.) ~ arapef El 7t3.20

Top of p

n. 1'1. £1. ~Fi 753.74 oncrefe c.

ch . 741.70 in. fl. £/.

0'.7

Metal do or$

~fl .,_ f/ £1 732.78

D E .

Monolith 17 Monolith · 18

4 r80'- 5'1/13--l

!'-0" 2" !1'-o*

PLAN- EL. 741.70

J ' --,- l I I I I•

I ' A I

I I I ~ -- --

'•' I ~ r ..

I

I l ,- -\ ,...... _, K /

I / / h

SOUTH ELEVATION ,.

-- --- -- --r---:-:=-' ___ ---1 I',~ <;::; -l I I ...-

I I

L c-.

c

A

,.--70.

or IJrid9e, see driiwing nvmber $-12-.:--------~~ ~ ~ I ..._ , ~

K luminum ltantfraii---'------!--Sn=m=n=n=Pn=mmn~~n=m=;,:;=;t=n=rt=t lD of parapet £7. 753.70_").,1__ _ __ 1:1---~~~~~~]l~l;;;~~!:;~, ~~~~ "/i' -------~~======~ (II\ veo

1. ~ ~~

-............ b- ~~--------tt-Lovvcr .see -- <-:.._ ~ . .300/2080/208/

~ 1/1 II\

'l'lcrefe r--

-M ummum 1Duvers-------_:_--t'--i7. fl. £1. 741. 70 - --------..._, ,..-r;

Lo wer frame ser Meft1/ tfoor ----- rr-

~Lo 00/1279 -~ ///~' ... ... , ~ uver sec l'xisting handrail ~ , ~ . v ' • 300/2080/ 2082 ~- / ~

' / 'I

F G

H. Nl /7 ' u_ .J.JL 18

H>r bridge) see drawin!l numher S-12 ---

~ (l--;7r'-;-rl-- ~ \/• 14.

'-1:.7 o~~ so'- 'iY.P.

.J~8" 4'-8" ,J' ,n ~~~~~~ v

IJ'-B"

5'-0'' 4'-8"

PLAN - EL. 753.70

Thre~hold J Detail fllJP onty Strap anchor(f;yp.)

C 7 X 12.25 (f.)'p.J

I

I I

SECTION

?"1 "Aluminum checlcererl plate ( fJp.) · 2'-6" x 3'-0" AlvmiTJvm floor Mfch1 see w/ checkered plat~ cover, sim,/fa~1 ~;?."''"""101.;..~11·

Model FB 4800 as manv-l~dured hy Babcock-Davis Associafes - -

~rl:

C.il.

SECTION

&CALE: I"= 1'·0"

"f ;& n around peripllery openin9 ( fyp.J

-----.!. 1; 11 4 x % Sfructural tuhin9

'3'-0"Ciear

SECTION

SCAL.E : l"c 1'-0"

Pipe post f handrail (f,fp)--' ---r.-c4m-"""'.- Gll4 t% Sfr. fubin9 ( f.Y.p', 1------=J~~

#n Aluminum plafe (typ} ---ik Floor l'ltmr,e ( fyp) -----+=1- 2'-611 x:J'-0 '.Aluminum ( l'l'oor hafeh see .sooj1qqs, If 3"x %'around periphery of opn9. ---1

--C.:l.

SCALE: ~ "= 1'-0"

12" o 1 2 3 4 s' t I 1 I i I I I

Except G5 noted rH n.l'l-£1. 732.78~ ' ... ' y--Lock wall __,_ _ _ _ .-.-u.-;;;_,....-~..;;........,===---.li"-==~-=~=~---....-........=iu._--1.:;.. £L 7JZ. 70 7V/'

NORTH ELEVATION SECTION G~~~

SCALE• 1"= 1'-0" 4 '

c D E F G

H J h/tr/1 Brtrcket ~~ Tubular Rail--t==m.~, ~~--~:~ -;

p _. ' . : ••

_: ~>· _i_: ;:._::

2 "6 W'ood Anchor Block

Grati119

£1. 7SJ.70

DETA-IL (\\

SCl'.LE. ' \"=1~0'~

N

,_.......- Perimeter . H.P. £!. 762.35 Drain L.P.

£1. 762.20

- 6 ,.-....,.

. SYMBOL

·. lOp ()(parapet £1. 7G 3. 20------

5'-0"

PLAN - E.L. 763.20

fi Pipe post I lxlndrail ( typ) --.1--1

CTi/2.25 (f.YpJ~- Strap an,dor (typJ

J---Fioor IYan9~ (f.yp) ~..,..,=+~11~--~· Aluminum

· Gi9 SECTION 1414 stALt : I'= 1'·0" plate (fyp .)

'"x 4"x ~" Str.

fubin! (fjp)

-----%"Aluminum plate (fyp.)

b:;C",-~c}c:'~,;•"";i7):""'ci:<'\,'F':;:,;!~.~IP.:~. :f """~""'=Y.l=!:.;~ (typ J

l. 2Yt'• 2"• 3/a" G"x4"x %u Sfr.

IPIJing (t.Jp.)

2~6" x 3'-0" Alum. , 1/oor hatch (f.yp.)

\blr'---!f_ J"x f/s" around

SECTION ~4ff;J SCALE: l"cl'-0" .

periphe/)1 af opng.

Reler~nce Dr8wings Handrai//ng Type 1 t Type 2 shop dWJ· see H-L-/".300/!630 uraf/ng Plan see /'1-L.I-3oql2oso

Spt{81 5tair see M -L.J-30'f"!'f'18

· thrl.l 200 7

Rev/sed in acc<Jrdance w/fh Me me. dat<:d 24/'fAKBZ

Re vised in accordance with R<!'Vt'sion NCJ • ..%

Drawing reissued wifh amendmenf no. I 1 Mo g1 M.A.M.

DESCRIPTION

DEPARTMENT OF THE ARMY

ST. PAUL DISTRICT, CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

DATE APPROVAL

DESIGNED BY: '

B.A.T.,J.B.M. REHABILITATION STAGE NO.2 •

hcOHHiE<ECOKKECEDiESiYY:.-'-J.=-8'--.M'-. - - 1 MISSISSIPPI RIVER LOCK a DAM NO. I

.J.B.M.,f'I\.1\.M. UTILITY BUILDING

DRAWN BY:

~~~ PLANS, ELEVATIONS AND SECTIONS

CHIEF OESI N BRA.NCH

APPROVED: DATE:

~~ctz~~ APRIL 1981

SCALE ' I SPEC NO

AS SHOWN DACW37- ai-B-OOI9

DRAWING NUMIIE:R

M-LI-70/31.1

SHEET A-14 OF A-30

1AS BUILT

J

I

'.d ' . ' ' •• <f

A

6'"

<I v

B

1~-------A.Ium/num fop !f1i/ t~-o----~!landrail see 300/1630

-.J ".

x4" cor6'd /;ole, grqufed in ~-- (}r8f/ng sedf

/- Top o! parapet and steel I QNtlnq £1. r:;.r. 10

• • . <l •

. • 6 j/

:;a~ flashing -~ Dastomerk roofti?g Sloped concrete ' ~ -

SECTION G~~ '4/!h (NoT TO SCALE.) ··

• : '• •' •• ·.' ',•,'1\ ·{l·

':. o4'

~~....:,-.,.---:-4--Confrac fion joint ~-~-· '*-'-JWL-:~k.:JHe:~~-;f" rl £A. ( fyp)

~~:1-----2 x 4 nailer ( lyp.) . ---:

lf"riyicl insulation

---~~-::,:" ba:adrhi".f mat~ -1·-~:·,~~~: :§~~£1

DETAIL DETAIL

A B

' i\ c

Clamping rir,~Q Drain dome

12" l?oo/ drain see .300/1462

D E F G H J

~I I " 2 wa!!bosrd(typ) ..

:If 11 rigid insulation ( t;yp)

.L ,, 2 wallboard

2"d ply wallboard Cere?mic tile --.J

Cer: T.8.- £dge bead(fyp) Orouf (fyp,) I " .

. d •

·{wall bosrd ( fyp) ~'If C. wh~re req 'd. (fyp) 4 terr. fin. fl. (tvp.)

3" Jl

4 plywood sukfloor (typ.)

• v.T.B (fyp.)--"~-+---.Jl .. -. ~ lUI---Metal stud ~- f?urmer track

~Wia~- -j "vv£~1/bosrd i l'l~------·- v T. 8.

4 terr. fin. fl. '.T~"''''' Strucfural ~'"' rigtd insulation Cone. fin. f! ---+-

Structural U1mlml~~ " slab ----:sV<)I(

DETAIL

It" rijid . 6 irt S(J M lore -~....:...J~)(f', Sound ohsorbiiiJ. .• -.·

~ DETAIL ~

•• d

• c -. •

DETAIL -~

8"

+---..----..--...1 . -4.'. ' •

• 0 • l .. _"4- '4~: ·•• ·~-.

- . 4 • .

' c>.:

P'; :, r~ ;, ~ ~·ll_.

1~ I ., • '- "',JI!:II . ,·. ·:l:· .. ·4 ·. '7y .

·Jill ', ,, · ,, ·i.-·-.·.:.-'Y-'><

. 111 1.~'" ., _ • .,rt,. .·.: b-b· ~f- •• - /J' 1-~· "vX!cm ill'-·-. •.o._ -~ - -~- l>' ---·~- -!J~·-·':·· .. : .X.l:ri-11

_5; 'I

4?8 (-!J"

DETAIL-~

. , -. A .

lf"rigid · instJiafion (fyp)

SOtJfld aoso_-rh_'.=.i!J:-- . 11111ferial

' . . ' ' I" • '

I • • 1\ ' '

' ' ' l ' I A ' • ' '

, ,a .

'4 .. .' .. •. • .LI . .

. · ..... I_ ', • • '

. . 4.

. 4 .... . ' . '

. • . <1

. 4 r .

!OW'

DETAIL

2 plies Wt!f II board '"""'1tiffil Ceramic file ---.•. IV Cer: T.B.----~~r~klfll £d!Je bead (fyp)

Grout ( typ.) --

~--Steel stud

~-Runner fraclc

II

---~ wallboard (lyp.)

--£d9e head (typ.)

V. T. B.

• • •• .6--. - •

DETAIL

DETAIL

DETAIL

face of electrical .---- r-.4 - - ! _ .• cah/nefs ------.-:

• - ' < ' • <1 \ ' ; : '

• r . ' ' ' '

DETAIL~

" J" --;:;;,., of

T ··--Concrete block D '

2 electrical cabinets e-1 plywood, sta99ered 1aints

DETA!Il

DETAIL ~

I " f .¢£A.-

DETAIL

~ I. 4 . . . ~- . . .... >l Two (. . . •.. . · 4 ~~: . ·.

X : •', ' : - ' .- '. *'1 ·11 ' , d •

·.,. _- _ £1. ·._·_ '.1: 1-IL. ~-- - - _, l" 2 w~ r .

2xfl wood 8nchor bloc * JYX ---·~ ~'ik __ I _____ ~~ r 'In ' ~ i

'Z),olies /!board

[@ 1.704] (}

'-... ..... o

-- 0 I

L

-llil .

-.~ 0: --. . . :c-

-; 0

~~_J

Corner tape V.T.8. ---

~ .DET AlL \?J::V.

· (98\

DETAIL~

ffi 4~''

RemoYable pipe post ana handrail

,r···ll !!'','\.

-~ .. jl 11.-·.-.~

D -1 .•.• 'I,' I II 1 ,.

c.o f" Yal/board -----__, Corner httc1d('IJ'P'J----•

-~-0 ·: : _~ ··;:__,'. -:: I(

I t A ,\

I" 3[' 2 .• .-c -

"i 'l ' I, -l, -._.

'Mefal stud mic file bas~ mic tile

-Cera ~Cera

;1 Jr IZ (lyp)

: ..!." ) Se (lyp. I

DETAIL

4"

DETAIL

REFERENCE DRAWINGS

ripe :.~ee ve --t..:.....,,_.,; 1 - • , • "

:. " 11 11);- ·: ..,... VICINITY, PROJECT LOCATION AND MASTER INDEX

---;~iTivr--9-J'<:! J1 : · 4··.

M-Ll-10/51.3A M-Ll-300/1201

•T • •• ~-2.-~ ~·:·r· ,.. ---+ MODIF.ICATION INDEX 3"~3"1f.Jif. --1~,~.-?'. ~- · .. · -<1 _. ~ .r-Fin. f'l. MEMORANDUM INDEX M-Ll-300/1202

M-Ll-300/1203 - 300/1210 f WHII.6ot1nt Edge bead

:·· --0 .. •• ,': ·: • ·,!-,-..,. _ _,..,_ ,.L__..L..li:.... £/. ?S'3.70 CONSTRUCTION CONTRACT SHOP DRAWING INDEX

• ':z/1 '. ";II . .'"-' :.·, ....... .;)'•' 4 >

DE TAlL l(ef!enmce Dni'winps /?igld lnsu/qfion ____ 300/21oz l/;rv.300/2104

1/. T. 8. 00/212~ mrv 300/2/Ztl Elasfomeric roolti?g {' _ l!ashil?g me/Q/ ____ ....,oo/2042 r/;ru 300/204-B

24-3-82 l?evised/n QCcordancl!? w/tWemo dC~ted 24M"'r-B2 l?ensedin accordance W- 'l?ev/s!OI? .&. 97

SYMBOL. DESCRIPTION DATE APPROVAL.

HARZA ENGINEERING COMPANY

CHICAGO, ILLINOIS

DESIGNED BY:

B.A:r. J.B.M. C.W.

DE;PARTMENT OF THE ARMY

ST. PAUL DISTRICT. CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

REHABILITATION STAGE NO.2

DRAWN 8Y: MISSISSIPPI RIVER LOCK & DAM NO. 1

J.B.M. C.W . ' UTILITY BUILDING CHECKED BY:

SECTIONS AND DETAILS

Mo/Jon:1i/ .beam ~--.....,--F-or monora/1 beaJ?1 see .300/1282 --rt ana anchorage, see

Civil Drawings

.L" I'' I' 4 terr. rm. rl.~~~ ~~==;~~.,........,.L-.

. fin. fl.

SCALE' 3'1= 1'-o" eHI!l:l' D I N ......... e

APPROVED:

~~~(T~ '· ('

DATE:

APRIL 1981

I "' ·v

DETAIL~

c D E

{ijJj DETAIL \[fJi}}

' o·

F G

SC:A,LE SPEC. NO

AS SHOWN DACW37-81-B-0019

DRAWING NUMBER

M-LI- 70/32.1

SHEET A-15 OF A-30

AS BUILT PLATE

A

New con~rereJ ;milch E/. of e¥/SfiYJj CCJ/7crefe ~.W

C vi o!lc:l !'emo Vtf' C')(/sl/11,9 covel' plt1le

B

10 '-G"

L -17 c D

15 1-G"

El. 732.Z t----- lOi

'l. onne' e.x!sf!ng uczndCi:Zllthg fo_tlle 17eN l:-'727-rarele /t;pe .31llll7tlrQt'!tng)

VICINITY, PROJECT LOCATION AND MASTER INDEX M-Ll-10151.3A M-Ll-30011201 M-Ll-30011202

MODIF.ICATION INDEX

MEMORANDUM INDEX

CONSTRUCTION CONTRACT SHOP DRAWING INDEX M-Ll-3001 . - 30011210

10 1-G"

I If I I

4-0 5-o' Louver_ oper;!r;g C?bove

#3 f!es @12'o.c.

4~0" I I ,, s-o " t·G f(L.ouver opening above)

E

15 1-c; "

1'-0-~

#4Corner bars

,.-----4-~ @12"o.c. (typ.) 1

(C#4@!2"o.c. e.f, (fyp.)

. ' ~ . '. ·, ·' •.-.·'1

6'-8"

(Door. Opening)

PLAN AIEL 732.78

Stainless steel cover plate (t'yp.)

Defail C (fyp)

F G . H l?e/erence Draw/ngs Re;i7/orc;ng stee I ___ 300/62B, 300/162 9

Dn!/ed dowels 300/1348

Rebar splices 300/1714 T/Jru 300/1716 ! ';; f:

GraTing 300/2085,30012107

~Anchor bolls {beams 300/2111

Em.beds 300/2112,300/2113 olnl CoJ?sirvcl/on /

Form/ng 300/1346,300/1646, 300/17/B

J

T

:~· e ,' ' • *'.' ;,) ~ . " I ;l>c Kl

Ll ' '

" b • ~ :r · ~ I<>' ::::..

' I 'b . _c:, _, . . • I 2~41'

~ c· ;., i :,; . ' . '

SECTION C-C

E L.752.45

~78 crs w;t, (T!J/s on/, 17 hook tl?d

#4@18"oc bf. .. #4@!8"oc t.t: ~bf

I

' 1"-

<v

~-Q -~ ~ - .- \.3> l;: " R> I 'ct. - ~~

"t l:t('\1 'L~ a, C\1 ~

- I \{ fY) -~

C) _I

"1 _.

#4· ·

I

I

I I i -1-. I I I

.UA flw/o I 'tr I

I

1.5 I I . ,_,'

I I I Outline of rromslab ~<S I I

I wall above<_ for wall I "' I I ®~ I I

~~~e~ ~.<:) I I l H '0-i:::

I

I 'fl'(l I -;,~'ln1~~\ I. "'~ I"' I I ~. -:'2 Is I • '< 1:: : ~ <:> ~ ;-:. I

I ~ \ I I I I I ~

I I be~\~ I I . II I I ~.j)

I I I );{;l;y , I . ~!I -( ':;!

A -'- I '- I'' I ... " @4- oc ' ~· "" 2 . . • I . , at this /ocaf1on J \M "Curb

4!-o" s'-o" / 7 1-0 11

-..... (._ 'b

"' "-c: II> c: <.:.

.<::> <'\! 'll :-i:::: -.; ' . Cl)

C:,'lt-~

'f...;

' <j

~c) (\j -.._ ;jj:

i\ .

For plo f(orms0 slc/;s~ handmi/!nq or?d enf details see droWJ!7j .4/1. ember:/m

LouverOpng;'

"" v ' . I '. o' ' • ~ •i c "•

PLAN ATEL 74170 0 I. /8 DW 70/50 ____ e__ C7 I O(J g.

t'tt~) r-Top of graft'

= b El 753,70 ng ~ parapet wall t '. r / .il ~ II' I; ' :rn .. --.

. ' . ''- 'I ~~aler ~fop ~·: . .

Low polntofroof slab E/. 752.45 -

I , I ~ seeDef B I ::ti I t:r.. " •

"" r-- ! ~ ~ 'U ' ~~

~----·N ------~~~ ~HR~+T~~~~+ffrH~~~-~~-~~~=-=~~~~~~-t-----r , I

\\) I

I

I

I

I I

... .. Aluminum handrail (see Arch.A-14 ~A-15)

I "' I

\:) I ,I I

~ 1 0) QJ

. ·, .(J ...... ,I

.. !ldd extra '11 bars ""' %- ~ >.~ ~'* \n

.s//r:/C f>/C?/e TypeA(IY?:)

c

I

11--HII

I 1141401'/t

I

I

I

I I

I

I I I fYJ I

~I I

I

I

I

I

1 I I I I r I I I

Roof I Drain I

See A -14f'o !!"a;/?

Lr:Jcaflor; i"" .. '"">T slo,Pe'

Woof' droinj

'I-:

-Q

'K -1-.;

(j

.See :sheet ('or deioi/s

W8x!O

. r.:

Roof Drain

~Roof

· draln

"4 (?/'Z "o. C:

[F. i 13,F. 4 1-9 1' I 4'-9"

----+-----+-For steel ,beams

" ,o '(I

I

'u !)) I ';I-see De/ail B

#4

..; p. ' ' /J 1;:, ., #3t/es@.../ ;,: 1

1:to.c. I 3-#7 bars/ 1~0"

BEAM 2

2-#4 bc;rs

". BEAM 1

(J

' C\1

Lowp El. 75

' \S) _ I --

ROOF PLAN - EL. _752.45

oinfofroof 2.45

Det I A a/ . --~ /'Top of grc>fing

/~ El. 753. 70

\~ l:' " Dela/18.'-

1'---2-#4 < (.)

- 1(\j ..

. ' .. .. <!."' • r-...t ~ ~ '., . " ..

_I ; ::; ..._ . '•

#3ties@ .~ "" (.)_

4 '-G"

VIEWING AREA PLAN- EL.753.70

(TOPOF 3 " QRATING)

I II

2 con:rete colored r lt Monolith joint Ji sealmg compound see contraction joint 300/1297 I see 300/18/8

;(?'3" ~p,;;l "

12 II 'l'Ji 'i-

<j "'(. o.c.

' ~~o"

3-#7hars

I~ Joint fllkr see ~-.-~-~. --~--- E/752.45~ 300/1302 .. · '. _Wofersfo,o see

, . ~, . . ~ .~: ·" • 300/1292 thru 300/1295 lllf ...-@ <"\i .:!:::.

~I <\I

BEAM 3

IE ~--X!" .r see 300/1819 ___ _

"t -. ' ~+-t---+---"--''- .. __.. ~· - .~ .. -

·-.d~. d·

'd ~ : '.a··~. '<)~.

. ·~; "<l;

.<J. ~~ 6 {J. - :.: ,... <l : J_ ·_ '

"':'.- <l_~ -· -~ r I" 2-12 / (fyp.)

8 3" 3" l)D.I==r...-------4 x ;c; type CM-2 grating

' 311 •

8P Bolt _sto;n/ess steel c1 ( 4 Bolls per panel)

_ -~11- jll

11?.4 X 24 see 300/IB/9

E/741. 70 I " tl I II

4 x 1 x82 slrap anchor@ I~G "o.c. ··

3-#7bars

_. A

3~

I" '2

DETAIL B

T/Sfee/ E/753.G4 ·;----i1f B -, DETAIL C

F W/0 ' '

; "leveling grouf../ ~

/l..

(\j

' I " -cbove consfrucf. ' on (J

}o!nfs > typical (lJ ,,

- ::::: • '.: ~ ~ . . . .. ', ' I ...

£Add'!, #4 bars [_ • 1 .. 'lj

#41., •.

~ 'l)' '§ ~ '15 ' .. '!.:. :<.:. ~ -~ - " " ~ :::::: .. (J ~ • ..,_r:;S . ..... ; ; ,, co

(/) " . <0 ' ,, ~ #4dw/s. (fyp.) ~ - ii ;, ' ,")J if)

Top of f loor £1.732.79

_[lop of ex/st/nq wall E/732.70

' ~ =h

' 10: --- ' ZJ, • "' 1--- - . .. . . " - -

l

- - 0: .->f· :, · . . '• . cio ':t>."·> ·

. ~ . I '< ·» r 1 : ~ -.~,, ' tvifnoltl?

..!.:._ . ,- I '

.f joirlt ond :: ; 1 L;~o"

'~~FERENf;E~:~, I!!~ II • I I ' ' i . I 6 IVhn1mum 0. c 'l?!rt:~c /;em .;om I. UTILITY f;IGIILDING, ARCHITECTURAL_'---- _______ A-14 &A-15

SEC T!ON 4-A . 2.ACCESS .B.R'IbGE __ -'---- _,._- -------- ________ S-12 ·~3.ACCE§S 'BR!bGE, $=ORNER SECTION • • ---------- S-14 •

NOTE: •

I. STRUCTURAL STEEL SHALL BE A 36:

HOT DIPPEO GALVANIZED. GRATING SHAL_L

BE ALUMINUM, ALLOY 6061- T6.

2. SLEEVES 1\ND EMBEDMENTS FOR MECHANICAL

AND ELECTRICAL ITEMS ARE NOT SHOWN.THE

LOCATION OF ROOF DRAINS AR.E SHOWN

ON THE ROOF PLAN. EMBEDDED DR,(\ifJ

PIPES BELOW THE ROOF PLANE ARE NOT

SHOWN, ~ SEE THE 1-\RCHITECTURAL

DRAWii'JGS.

111 I II

SCALE: 4 = I - 0

0 1 4 1

I

4.LANDLOCK, PIPING LAYOUT_ ______ :_ _______ M-2

S.UTILITY BOILDI~G'. WATER SYSTEM, -

,' COMPRESSED AIR, GOV. FURNISHED EOUIPMENT ___ M·5,M-8,M-Il . .

. G.LAND -LOCK, ELECTRICAL INSTALLATION

AND LIGHTING PLAN_------- - __ ...,_ ________ E-14 '

•7.UTILITY BUILDiT'<IG, ELECTRICAL DETAILS _______ E-62

.8.CONCRETE NOTES ___________ :..- ______ S-1

Revised in accordance w/l?ev/s;on No. 51 Revised 111 accordance To memo dared 26 ()cf 81 Revised /r; occordor;ce Mfhlfev/s:on NOI7 5-12-81 M.cr->J?, Drawing reis>ued with amendment no. I 2bMar8f MA .M

SYMBOL DESCRIPTION DATE APPROVAL

HARZA ENGINEERING COMPANY

CHICAGO, ILLINOIS

DEPARTMENT OF THE ARMY

ST. PAUL DISTRICT, CORPS OF ENGINEERS

ST. PAUL. MINNESOTA

DESIG':",ED BY:

s.N.

""=~--- ---1

DRAWN P-Y:

D.B.F. 8 K.M.

APPROVED:

~A3-~ Hltf ENEiR. OIV IS ION

REHABILITATION STAGE 2

MISSISSIPPI RIVER LOCK & DAM NO. 1

UTILITY BUILDING

PLANS, SECTIONS AND DETAILS

DATE: .

APRIL 1981

SCALE S~EC . NO

AS SHOWN DACW37-81-B-0019

DRAWING NUMBER

I

DETAIL A (fyp) Scale: lj"=!'-0" Scale: ;.!_"= 1'- 0" 2 .

SECTION B-B

Scale.' ~'=1'-0" 4 .

2 r;f Bolts xl 0 'Lq.

with head at end

(§io/ole ss s tee!)

see 300/!BJB

I I I ,_ I I

EXCEPT AS NOTED - - ------ ---I- ---M --t:l..--707'"51:11---1---sHEET s-ro oF s-29

A c D E F G AS BUILT

Top of exisfinq Wt;/ls El. 732, ?IJ

A B c

Dt./!1 -r, _e t:ll 017 J] WG. _ ay-offi

J ' C.:J.

i--~~ - -.. c. .7.

I I I I I I I I I I I

I • c. .7. .-Low POINT 01 C.:J. I I I ROOF EL.752. '- L- 1--- - - ---- C.J. -lr --- ---------- I I

1'46'12"-..

~ ~12"

I I 1':-4@12"

#4@12" I "'4-6>/Z" I

I I

' I 1 If f. I

't: x rra~~'#. . 1( ---~- 1-o ;t. G. e. . I I I IS

I I I I

~ j~-/!o /(U.f \)' ~~ I I •

I ~ I I ~ \1\ "' \} ,I I .'4 .,:; I I ~

I

I I ~"t ' I I ~ ~ ~ I

I It I I

~c..z I I I

~ r--· I I c. :1. .-fLooR EL . 741.70 ii C:J. I -- -1 I I ,,_,. I ... • •

I' ./

;,g[(, li ' I • *.f-z!tJlp'l I I I ' Exfm I I

II I : ~ .(, £J(/f'a • I~ ' I ""4 e.f I I f i #4t:f1'1~

~ I I • I I #4-4-o -f,(1J, I R'J :LG. er. ' .<u' 1-tufl 1.:!'4- 2 !o;(, t'f11 I I

'•' -R, j':' i ~ I I if\ . I

'I I I ~>"" ~ I

I I , I • I I t~, " I I I

;-ToP OF FLOOR L __ ~0 I E f-.732.78 - L ~ I~ 1-· -- - -- t ..

.. . .. ··--( I - 1fT -- --

I\

I -- -- . I ' I "-#4-z!oi.G.e. - --------- _J I

L-17 !Ylono/ilh joiof tlnd contrt?ctlon joint

ELEVATION

WEST WALL

-- (fyp) /"~ z 0

L-18

I/-----ed er.(ge (fyp)" ,,s ~ TooA

:, . . f .

(i_ ' . . _.- .

:A-"' . . : . 6 ' . . . ... - . . . · .

. ji.

" .I-

.· I>_ . . 0

·- t>.

a on fraction join I-----~~.;_,._;;,.">~ -,_ . . _. ._.

12 db y . .., . _ --4 uoa rea,~-------f<L_ ~'7. -'---l ~- -.-_: :>::

WALL CONTRACTION JOINT DETAIL SLABS CONTRACTION JOINT DETAIL

SCALE:I_l'=l1 - 0"

D

1.- I

I I

I I I I I I I I

1-

I I

I I I I I I I

I

E F \

# I ~~~

~-eo~ I ' ' <;:

------ ~-- -I~ s'-o"' ~~t

M-0. ' "' "'4@1Z"o. c.

t--.

- ------ -I (l'x rrtfif4-ff.''-

'I .

~oL.9t'f

H !Jp)

ELEVATION

NORTH WALL

I

I I g~o'" I

I I I I I I I lkmove to E/.73/.0~

,ft?more fo E/.73/.7----l

11<1

I I I

I I I I I I I I

. I

-d

I ---! I

L_~ Exisf/ng french

( E xteod Irene!; cpjJrqx!mcllely ;(.o" vno'er f/;/s controct;J

Reference Drawings Reinforcing Siee/ __ 300/1628,.300/1629

Re.bar Splices , .300/171-f thr// 300/1716

Form;i7g .300/ 1346,300/1646, 300/1718

G H

FLOW ..

L-11 ,-Rt~mo,v~ lo E/.73/.0

I' I I'----, I t..: __ l

I I I I I I I I I

V)

I I I I I I I I I I I I I j ' I

_j

J

@{) worK retj.'cl

' 6

~~4:-~~Si:.~-\-__a~,_.:___~~~~---.::::~8~move to £!. 73/. 2

1/ed/c:a/ / horiztJIJia!

cl'nllio,; r~~vil"t'd -tor Wt?ft'rline. · l u

SCALE -4 = 1'-0"

12"0 2 1 4' 6 ' I 1 I I I I

EXCEPT AS NOTED

II

lfemoYe foE/. 731. 7

PLAN

MONOLITH L 17 8 L 18

EXISTING CONDITION 8

CONCRETE REMOVAL LIMITS

NOTE:

LEGEND

_ ___ _ !.CONCRETE REMOVED TO EL. 732.2,

BY OTHERS.

I. ADDITIONAL CONCRETE REMOVAL IS REQUIRED UNDER 4'

!T HIS CONTRACT. ALTHOUGH THE LIMITS OF REMOVAL

HAVE BEEN DELINEATED, THE CONTRACTOR SHOULD

VERIFY THAT THESE LIMITS ARE SUFFICIENT FOR THE

STRUCTURAL, MECHANICAL AND ELECTRICAL CONSTRUCTION.

REFERENCE DRAWINGS

VICINITY, PROJECT LOCATION AND MASTER INDEX M-Ll-10/51 .3A

MODIF.ICATION INDEX M-L1-300/1201

MEMORANDUM INDEX M-L1-300/1202

CONSTRUCTION CONTRACT SHOP DRAWING INDEX M-Ll-30011203 - 30011210

DlaCllii~TION DATI:

HARZA ENGINEERING COMPANY

CHICAGO, ILLINOIS

OISIONID .VI

S.N.

·DEPARTMENT OF THE ARMY

ST. PAUL DISTRICT, CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

REHABILITATION STAGE 2

DRAWN •va ·

K.M. 8N.D.D.

MISSISSIPPI RIVER LOCK & DAM NO. 1

CMICKID eYt ?'YJ.O.??f, C.P.S. 8S.N.

om~

CMII'

UTILITY BUILDING

ELEVATIONS AND DETAILS

DATE:

APRIL 1981

aCA~I ·~IC NO

AS SHOWN DACW37-81-B-0019

DRAWING NUMBER

l J

M- L/-70/58.1

~~--------------~A~--------------------------~B~--------------------------~C~--------------------------~0----------------------------~!r----------------------------tF----~--~------------------~O~--------------------------~~~~~~~----------------~S~H~E!E:T!S~-I~I!O~F~S~-~z!g~-~--~--~- , I AS BUlL T ' ( I - '-

SITE PHOTOS

Figure 1: Photo showing the top of the stairwell, and East side of roofline.

Figure 2: Entry to roofline from pedestrian walkway.

Figure 3: Northwest corner looking Southeast corner of roofline.

Figure 4: Spiral stairwell access, not suitable for construction usage.

Figure 5: Southeast corner looking toward the North and pedestrian walkway.

Figure 6: North face of roofline.

Figure 7: Looking toward the Northwest corner of the Utility Building from north end of retaining wall curbing, showing staging location for crane placement.

Figure 8: East side perspective, showing limited access.

Figure 9: grating removed to show the ballast to be removed and disposed on left and the existing roofing material on right.

Figure 10: Grating face bolted to frame from the top.

Figure 11: Roof extends under the pedestrian bridge to the east as shown.

Figure 12: Grating will need to be sequenced due to bolts that interlock the panels as shown.

REFERENCE DRAWINGS
CONSTRUCTION DRAWINGS
SITE ACCESS
STAGING AREA
ORIGINAL GENERAL PLAN
ORIGINAL OPERATING UTILITY BLDG DRAWINGS
SITE PHOTOS
Figure 1:
Figure 2:
Figure 3:
Figure 4:
Figure 6:
Figure 7:
Figure 8:
Figure 9:
Figure 10:
Figure 11:
Figure 12:

File details come from the government source that posted it. Updated .