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
About this file
REFERENCE DRAWINGS AND PHOTOGRAPHS
View the file
Other files
| File | Type | Posted |
|---|---|---|
| AMENDMENT_0003_14-T-1037.pdf | ||
| AMENDMENT_0002_14-T-0137.pdf | ||
| AMENDMENT_0001_14-T-0137.pdf | ||
| SOLICITATION_W912ES-14-T-0137_8.29.14.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 .