LD-1_CONTRACT_DRAWINGS.pdf

UTILITY BUILDING ROOF REPLACEMENT

LOCK AND DAM 1

HENNEPIN COUNTY, MINNESOTA

CONTRACT DRAWINGS

DESCRIPTION PAGE

CONSTRUCTION DRAWINGS 1

SITE ACCESS AND STAGING AREAS 2

SITE PHOTOS 3

CONSTRUCTION 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

B6ECDSAT

Text Box

ROOF DRAIN LOCATIONS AND SLOPES

B6ECDSAT

Callout

STAIRWELL ROOF DIMENSIONS

B6ECDSAT

Polygon

B6ECDSAT

Polygon

B6ECDSAT

Polygon

B6ECDSAT

Polygon

B6ECDSAT

Callout

REMOVE AND STOCKPILE GRAVEL BALLAST

B6ECDSAT

Callout

REMOVE AND STOCKPILE GRAVEL BALLAST

B6ECDSAT

Callout

REMOVE AND STOCKPILE GRAVEL BALLAST

B6ECDSAT

Callout

REMOVE AND STOCKPILE GRAVEL BALLAST

B6ECDSAT

Text Box

NOTES:

1. REMOVE AND RESET METAL GRATING AND HORIZONTAL STEEL BEAMS IN ORDER TO

ACCESS ROOF AND MATERIALS.

2. REMOVE AND STOCKPILE GRAVEL BALLAST.

3. REMOVE AND REPLACE EPDM PER MANUFACTURERS RECOMENDATIONS AND

INSTRUCTIONS.

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

MANUFACTURERS RECOMENDATIONS AND INSTRUCTIONS.

5. VERTICAL STEEL BEAMS SHALL BE LEFT IN PLACE, FLASHED WITH POURABLE SEALER

POCKETS PER MANUFACTURERS RECOMENDATIONS AND INSTRUCTIONS.

'.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

B6ECDSAT

Callout

REMOVE AND STOCKPILE GRAVEL BALLAST

B6ECDSAT

Callout FURNISH AND INSTALL EPDM MEMBRANE, FLASHING, CLAMPING, CONNECTIONS, ADHESIVES, AND SEALANTS PER EPDM MANUFACTURERS REQUIREMENTS

B6ECDSAT

Callout FURNISH AND INSTALL EPDM MEMBRANE, FLASHING, CLAMPING, CONNECTIONS, ADHESIVES, AND SEALANTS PER EPDM MANUFACTURERS REQUIREMENTS

B6ECDSAT

Callout

REMOVE AND STOCKPILE GRAVEL BALLAST

B6ECDSAT

Callout

REMOVE AND RESET DRAINS PER EPDM MANUFACTURERS REQUIREMENTS

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

B6ECDSAT

Text Box HORIZONTAL STEEL BEAMS USED TO SUPPORT GRATING PANELS AND GRATING PANELS TO BE REMOVED AND RESET, COORDINATE STAGING LOCATION WITH CONTRACTING OFFICER

SITE ACCESS AND STAGING AREAS

B6ECDSAT

ADDITIONAL CONTRACTOR PARKING IN PUBLIC LOT ADJACENT TO PROJECT SITE

B6ECDSAT

Callout

SECURITY GATE

B6ECDSAT

LD1 ACCESS ROAD

B6ECDSAT

Polygonal Line

B6ECDSAT

Polygonal Line

B6ECDSAT

Polygonal Line

B6ECDSAT

Rectangle

B6ECDSAT

SECURE AREA AVAILABLE FOR STAGING. EXACT LOCATIONS TO BE COORDINATED WITH CONTRACTING OFFICER

SITE PHOTOS

Figure 1: Access to the Utility Building from street level. Contractor shall coordinate with Contracting

Officer to establish staging area locations for equipment and materials.

Figure 2: East side of the Utility Building roofline as viewed from the Central Control Station Building showing the roofing area above stairwell shaft.

Figure 3: North side of the Utility Building roofline as viewed from the pedestrian bridge.

Figure 4: Southeast corner of the Utility Building roof looking toward the North at the Pedestrian Bridge.

Figure 5: Northeast corner of the Utility Building roof extends under the pedestrian bridges as shown;

vertical beams to be left in place and flashed for water tight seal with a pourable sealer pocket as specified and in accordance with membrane manufacturer’s recommendations.

Figure 6: Bottom of roof extensions shown in Figure 5 viewed from ground level. The horizontal steel support beams for the Pedestrian bridges shall not be removed.

Figure 7: Photo on Left, Northeast Corner of Utility building showing vertical beam support for Pedestrian Bridge. Vertical beams to be left in place and flashed for water tight seal with a pourable sealer pocket as specified and in accordance with membrane manufacturer’s recommendations.

Figure 8: Photo on Right, Stairwell leading from street level to roof to be used for access and small tools only.

Figure 9: Grating panels to be removed and reset as viewed from the Pedestrian bridge entry onto the Utility

Building Roof.

Figure 10: Grating panels to be removed and reset are bolted to horizontal steel support beams as seen in

Figure 5 and pinned as shown above.

Figure 11: Photo on Left, Utility building is accessible from the ground on all sides.

Figure 12: Photo on Right, horizontal steel support beams are not structural to the building and only serve to support the grating panel system. The Utility Building’s horizontal steel support beams and grating are to be removed and reset as part of this contract. The horizontal steel beams for the Pedestrian bridges shall not be removed.

Figure 13: Photo on Left, shows a close–up of the Utility Building’s non-structural horizontal steel support beams bolted to the concrete parapet.

Figure 14: Photo on Right, shows a close–up of the Utility Building’s existing gravel ballast to be removed and stockpiled. The onsite location of stockpile shall be coordinated with Contracting Officer.