B08_Attachment_08_Milner_Final_Construction_Drawings_-1978.pdf

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STRUCTURAL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL REHABILITATION OF

PERRY,S VICTORY AND INTERNATIOl'JAL PEACE MEMORIAL

PHASE II

BASIC DATA

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This drawing has been prepared Ir: compliance with Preliminary I ComprehenslVJ OesiiJn Drawing No. ..tl{),L'fl DI/

Approved by/ferl'i// I:). iJe4/ ~i:;..l.Z!#'~~ on l/=•20• 'IS

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EXIST. 5PRCNKLER SY5TEM LINES ARE LOCATE"1

11 tM A NORTH -50UTfi GRID AT APPROX. 5" FEET Of.I

Cli.N"fER) A~J) HEAP? ARE APPROX. G;4 FEET ON CE!,TE'R, T~~U6HOU1 ·n-1E LA\VN AREA.

CCNTR/\GTOR. ~.'\LL Kc.FAIR.

N-L C-UT? THc<:.LI f!oi>.ONA"(~ IN AC-CORD/'\Nc;e. WITH THE.

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CO>JTR'<:.TOI'!. '.>HALL. VE.l":ll"Y T!-IF ;..o:.ATION or ALL U>JDE'Utl</?UrJO ;..JTtL1J1et.; f"~1.:?R le? C.OM~1e.wc1N'* y./IT!-1 e)(c-AVATION. UTIL.lT!e?

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IFB N° 6516-83A

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00 SHEET IND EX

I Al SITE PLAN, LOCATION MAP 2 A2 UPPER a LOWER PL.:AZA PLAN

3 A3 TYPICAL ELEVATION OF THE COLUMN

4 A4 ROTUNDA PLAN, LOWER ELEVATOR LANDING PLAN

5 A5 SHAFT STAIRWAY - LANDINGS !·- 23

6 A6 SHAFT STAIRWAY-LANDINGS 24-43

7 A7 ELEVATOR MACHINERY PLATFORM a UPPER ELEVATOR

LANDING a OBSERVATION GALLERY PLANS 8 AB LANTERN ELEVATION, PLANS a DETAILS

9 A9 SECTIONS THRU COLUMN BASE

10 AIO TOILET ROOM PLAN 8 DETAILS - MISC. DETAILS

11 SI PLAZA FOUNDATION PLAN, NORTH

12 S2 PLAZA FOUNDATION PLAN, SOUTH

13 S3 REFLECTED PLAZA STRUCTURE PLAN, NORTH

14 S4 REFLECTED PLAZA STRUCTURE PLAN, SOUTH

15 S5 TOILET ROOM STRUCTURE

JS S6 TRANSFORMER ROOM STRUCTURE

17 Ml BASEMENT MECHANICAL PLAN 18 M2 ROTUNDA MECH. PLAN a SECTION

19 M3 INTERMEDIATE LANDING NQ MECH. PLAN

20 M4 MECH. ROOM PLAN Bo SECTION 21 M5 MECH. SCHEDULES, DIAGRAMS, Bo DETAILS

22 M6 MECH. PIPING SYSTEMS DIAGRAM

23 Pl BASEMENT PLUMBING PLAN 24 P2 PLAZA a SITE PWMBING PLANS 25 P3 TOILET RM. PLUMBING PLANS, SECTIONS, DIAGRAMS Bo DETAILS 26 El BASEMENT ELECTRICAL PLAN a SECTIONS 27 E2 UPPER a LOWER PLAZA ELECTRICAL PLANS S. SCHEDULE

28 E3 COLUMN SHAFT ELECTRICAL PLANS

29 E4 ELECTRICAL SINGLE LINE DIAGRAM

30 E5 UPPER ELEVATOR LANDING ELECTRICAL PLAN a DIAGRAM

31 E6 UPPER LEVEL ELECTRICAL PLANS S. LEGEND

32 E7 ~LECTRICAL SCHECULES

33 DI BASEMENT MECH. a PLUMBING DEMDLITION PLAN

34 D2 BASEMENT ELECTRICAL DEMOLITION PLAN

3S LI.. 51TE REl!A~lLITATlOR 3b Lt ~IT~ REHAf>ILITATlON

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NAt.lE OF PARK

DRAWING NO.

41013 f'EKKY'~ YiCTOIC.Y AND 1NTERNATi01'JAL PE.Ii.CE. \1E''<1~1.:..~

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STRUCTU,RAL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL REHABILITATION OF

PERRYS VICTORY AND INTERNATIONAL PEACE MEMORIAL

PHASE II

BASIC DATA

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!--- We.t.L. 0-20

REVISION

CHANGE ORDER NO. 4, ITEM

I 1'10. 5 GRADE BEAM AND ITEM

AND NC. 12 PLUMBING. R~'llSED

23 SHT. I TO IA AND 23 TO 23A.

SHT. l:3A ENTIRELY REVISED.

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I

/ + EL.578. 97

I , --·-~--·-f i io:

D Cl

,. ;: (-ci)

2..

KE_L~LEVATiON

NEW CONCRETE PAD FOR -----------·--- ''STORAGE TANKS 14'-cx 24'-C x1'-o TOP EL.575'-4 # 5el2 E.W

Cl r:.10')+

SEE OWG. M2 FOR TANK

SUPPORT DE'IAIL .

MATCH LINE

PLAZA FOLiNDATION PLAN, NORTH ll 0

SCALE~

4 8 16 iii- ,,,, F T -- .... , EE

KEY PLAN

NOT TO SCALE

SI

ee.V8·1·78 l I • ·ii· e.1 5·1i-e::

PREPARED

_,. I 12:

l,.. ..,, !,d

DESIGNED

"'"".' .,J I t1

DRAWN

CAB

CHECKED

MAY I :1., 1~83

DATE'.

,,.~-~<,-1

I""',;

DRAWING NO.

41,013

~~~ SHEET

IOI @]

=oF36

\ j

Jf l

WATER SERVICE

NEW CONCRETE PAO FOR WATER METER -- ------·-··----·-,-~"··~---"---~

AND FILTER 6'-0x16'·0><6",~4e12E.W. ·------ '° T0P l'.'F PAD EL. 575'-6 -,.,_

EXJ..S_TIN\3 _ _TRANSFOR_MER ROOM W~SL_AB_

AND BASE TO BE REMOVED. AREAWAY WALLS,

GRATING AND DOOR TO REMAIN. SEE DWG. S6

FOR NEW CONSTRUCTION.

NOTE:

ST~NE .~ND BRICK PAVER$. SETTING 8£0

DEBRIS FR"M UPPER Plf;ZA SPFE.~D IN SC''JTHWEST ANO WESTERN Pt.RT OF THIS t.REA. CONTRACi(IR SH1'LL DISTfilBUTE THIS MATERIAL ANO SIMILAR MATERl/;L FROM ·rri:t: Li ,~\Er< PLAZt EVEii Y,,qTH OR BELOW TOP OF PILE CAP ~~f(;PE STl\i'Tl/IG ~!(W FILL A'fll''UNT QF I z STONE FILL RE".: 0_.;RED l"; ;\PPR')X, ilE 1:J CU -1APDS.

if:· .:...J:;.:.1TIVE.!!'I IS 1;r ., IV!Jf\RUFD T~l!S ;,;; •J ,T :llLL Lil' Al PROX. IGJf) CU. l:JS.

NOTE.

Wl'.TER L(V~L ,C.PPRC'XIM;;\TELY 12' BELCl'i T(.P ('' i-'ILE CAPS ON 10-9 -- 77, f.N D It ' ON 12 21-77. Wt;TER PUM?EO our IN JUNE 1978. ON 10-3-78,Wt.TER !N SOUTH

WE5T SECTION WAS 1'-G" BELOW TOP OF

PILE c1:Ps, AND 1'-3" IN NORTHWEST SECTION; REMAINDER wt.s ORY. ON EHl-81 WATER IN NCRTH PART Wi-.S 9" BELGW TOP OF PILE Cf<P ANO 7 11{ IN SCUTH SECTION.

" 5 +r.

6·

9·

• · 11 :

c( <Xl

12 _--

S:'.

' a>

16 {:-, N-

<Xl

'A B c D .Fl _,; G

}GGA. GA~V. ~TEEL_ AREA WALL 2'-7x 1':£.i.16" HIGH<>~/]T_I~ 1• .. 311 t 17' - 3 1/2" ± 6 BAYS AT 20'-6""' = 123' - O" ±

COLUMN BASE ( 3 REQ'D.) I

. GRILLE SAFETY COVER. TOP EL.575'-4 FASTEN TO

EXISTING

TRANSFORMER ';

ROOM -- ··

FL. El. 573'-5J -

- 811

IJ

I ls··- !{-»- ,,,, ! -· D J ' -i I I il!, D i +' !'>;;''"" ' ,_- ·::J.}

'ai

' ' ' ' ' ' ' NOM. 16• 16 COL. TYP.,

M,. 1 CH LINE

0 ~(-1-9")

N~W SEWER LINC (BY OTHERS i

I .' t'. :·LO') -1r--··-::r) • i . I

-~--- ---.. - - -1-..

SEE OWG.SI !

·. tg~iRRr:~ti:o ·· ······· ; -~-r-4' I , < - -'(?)"-~~ :.::;,,._ ,...,_ ~~

I

--"l

-(.:.10")

D o .

! '-l'""" .... ~ -. ... I ! ' ·' J <

L . -- ....... ~/-

FILL TWO HOLES IN WALL,

ONE 5"0, ONE 3" 11.

NEW MANHOLE AND SEWAGE

. _,,.EJECTOR I BY OTHERS l

NOTE

• ... // I CONCRETE EXTENDS 28" BEYOND WALL AT THIS

•(-11·) 4·,P 1 /, , . POINT. TOP OF CONCRETE APPROXIMATELY

. . / 11 5' • O" BELOW TOILET ROOM FLOOR AND WAS

NOJl,1. 3ql x 30 PILE CAP TYP.

NE\'L.AFJE.AWI\'(.

SEE OWG. S6 ,

,.--2' - 3" ii . MEASURED AS 12" THICK. . . . r-· __ .. __ _

D ' ' ;,- (·- . 2..' O'')

D i i,_ __ _

D ;{-2'-I")

D +(-2'-2") . .

4(-1'-t:>")

D

Q

D ,...._1 5··1

BOARDWALK

TO BE REMOVED

I ' -I (-,-!i)

I CONCRETE CHUTE

/ HCt!E IN BASE 3' - P" x 31

- o':

I

-- f-1·-« ' - ' 0 • 1-l~ r . 1 .. • i ;\- . } ''

' 0

NEW CONC. -'

._ • (-4') ' c_;.. ) PAD FCfil (+') N

\, STC RAGE TANKS

14'-cx 24'-0• 1'-0

9(.:;)

'4•-51> '.-h'J _. '

IJ.

" ' .... "' "" ... "-· -r=-_..::=_ __

~·- 11

" _RETAINING WALL ____ _

.-~)' I ~ n

EXISTING

1!

SEE liWG. S5 FOR NEW WORK

I J,l,ET ROQM~ • I, __ El<_l~T~"."_G_f()l[,ET RO()r.1\'lt\LLS, SLAB f\ND BASE IN WAY _l .. [J- '1. 1,---- -- OF NEW CONSTRUCTION TO BE REMOVED.

SEE OWG. 55 FC< ~ 1"N WORK.

\ ~ TOP EL 575'-4 ' ·- -.. k- # 5e 12 E.W.

•(+:;,~+\ . ,, __ T(-;:, --0-+ -7" I ,-4'')

_ j , NEW CCNC.PAO FOR STORt<GE TANKS

(-::p+· ' ;

EXISTING PIPING 4"0•29'-r:x 1'-0

·(.TO BE REMOVED·- TCP EL.575'-4 ;;5912E.W ..

, 11

' i +r-1•) +r - 4./__ __ , '-1~ +

. (o)+ N, I , I " 1.. FL. ELEV. 575'-t3" u

~ i I

5"SLAB ON GRADE

6X6·10/10 W.W.F.

' L. ·~...-

• .raj []

OIL TANK PAO

TO BE REMOVED

4-0 • SEPTIC TANK ,,

i TO BE REMOVE::>

: TOP ELEV. 575~8'' "!

CON~'ECTiON TO SEPTIC TANK SHAl.L BE TE~;PORARiL'I

PLUGG<:D AND PROTECTED.

-l (--:.,")

I TO REMAIN

j -f 1"-!'-4') ·t (-!'-4°) "!(-1' !' ' L ... .:. ...... ___ ,, ______ _

(ti!/ -·v• ... :;") <:=:=>')-+ I ,,___"'"REMO.\lE_ttfil!DRAll

C _ 0 ,_,. - .. - .. , ,,, __ '/"'"• _ __J

1.-I) + EX'51'1NG WALi., TO BE REMOVED t'-1"9")

' -+(·-l'-4)

:;£E DWG. S5 FOR NEW WCRK

.. -·-·-or· . ---- --·- --- ---------

-,:,, EL.575'-4+

.... ·-----· ·T- ·-- ··----------0-.,_! ~ ' ··1·-------- "'-- "'~ b~ --

SLOPE DOWN

EL.575'-4 t

+(-r) (+i•) + .. i

EL.575'-7

; - / ~-J'--.i ,.(_, .. " .. , I D -r(-1'·1") 0

+<-1 .. 0·) <?I ~~·z::) D !------~" c=<:-o:;;:ri)>,-_rttr=~=========i~=====:;;a~. :::.±. r1 l

/ r-<EW 4" CONCRETE WALK °'l WI 6 x 6 - 10,10 W.W. F. or--

(-s"] ! 4._~ •EL.

± EXiSTlf'lG STAIR TO REMAIN EL.

,_;! +I TOP OF NEW Wt.LK MECHANICAL ROOM TO REMf,ltl _____

TO MATCH PLATFORM. FL. EL.573'-10± .--

,.(-1'-5')

D

D •<-1'-i;.')

RETAINING WALL (OPP. HAND) . -' I TOP EL. 575 -4 U.N.O. "'> _,, .. __ ---~"-·

SEE DWG. S5 FOR NEW WORK

STEPS MAY REMAIN ' .--I

~~1s;~~~l~ANDR1~_\,_, _.---- _. .. ····· ''"?' , .. CONC~

(I .. ,"\ + - ",..,1 /

SUMP PIT_./

SEE OWG. S6 FOR

NEW WORK

'~co !3'-o 3•-0 3'-0 I ,le ..... ~'>· .. __ ,, .. __ """

_.! (;i '-o') :o

+(-1-o") +(-~-·~ +(-1· i')

-+: __ (1' o)

+(-1'0·) .... ~

+(,.11") 0

· r-l'd)+

D +(-11) '-., '•. ( ' +f-:1) ~ ~ 4 -1:'}

'· BOARD WALK _· __

Tf! BE REMOVED i GXG-10/IOW.Wf . f

O!'-====:.:-=-:==:!d:::=== e----- ---1 ............. _ ..

'--- .... D--- ·- _o . LL==========

\-B") . '(-t,,") '-z:-f Ii ·-·--/

EXISTING

PIPING TO

REM~lr-.

- ,...., "'' ... 1-d j

D t - ' <j}

(:-4')+

D

D

EXISTING

BREECHING TO

BE REMOVED

a· r--· I

CLOSE EXISTING OPENING

l/iifd CONCRETE,-f'uL.l. THlcKNESS

OF WALL.

l +( .... ,.·) ...._,,..- ,. ") . .._- ..... ,_ l ~''""'"-~')

"-~~--______f1__·~~~- KEY ELEVATION ___r-·----···-- ·1

I I

EXISTING

PAD

<:o)

DENOTES SURFACE. OF EXISTING FILL

WITH RESPECT TO TOP OF PILE CAPS. l 10·3-781

TOP OF PILE CAPS 10'- 9" BELOW SLAB SOFFIT

(EL. 573'-~ ± l.

NORTH

PLAZA FOUNDATION PLAN, SOUTf-f

S 0 4 B 16

SCALE ~-- ·=?""=-:=.~ .. :·.~ FEET

KEY PLAN ~i:::::.I:J

NOT TO SCALE ~ \J7

S2 ii 1-)-8'1 5-1(.·8-

:J I

A

B l~--IJ

EL.575'-0

c;

ELEV. VARIES

I

' '1

SAND COVER -

· , SHEET MEMBRANE O

~, I r--(;'RilvE'L ...... .. ~7 .-... -.... -.. __, __ 'co~_=) .. / A~ •c·••»-•;:~~-· ··•···· .... -- .... : ··

NOTE: ORIGINAL FILL EXPOSED z or· - ··· : . /BELOW BEAM(TYPICAL) ;a -.!.• I" MAX.STONE FILL

· .c. ' - ·x___/ TAMP NEW FILL MATERl/:L {/)'------, ~ .. --"----'--=--=c=....--.' --··

: · .. ,__ . UNDER 8EAMS, N ~ I Y2 ~'.!N, STONE FILL

•·.-·-' , , , ~--r:r-·-· ~~ .. , ", OR PLAZA DEBRIS, ,;

; r ' , . t\i • ' • ; : i ; .,._.,_,-A.- ·--------,,-____ .-/

} ! · · -·~~ < "i -.c--, - ,,.,Y~ -- L ,...,,_ "t ~

, •. " -' •' i

COLUMN REPAIR NOTE

CHIP TO SOUND CONCRETE AT

LEAST 3M" BEHIND 8.0.R 8 6"

MIN. BEYOND CORROSION.

r ·: J

SAND BLAST TO CLEAN

CONCRETE 8 STEEL. IF MORE

THAN 10°/o OF REINFORCING BAR

AREA IS LOST, EXTEND CHIPPING

2'-0" AND SPLICE IN I "8 BAR

FOR EACH BAR AFFECTED. COAT

WITH BONDING AGENT, REPAIR.

DETAIL COLUMN

REPAIR

SUMMARY OF FAULTS IN01(,.TEO "M S3 & S4

BASIS FC:R BID

SURFtir:t. /'..REA {INCLUDES FEV:VAL OF

"ET<:R1 1

• F'»' TEO C' NC RE TE 1\'1[! CORRCSION,

CLE,"NING, EKNOING AGENT RE Pt.!R) i_r:t ff.1 -~-J. 1 [CT!CN i:~Pf;i(r;.:;, '!"!~ROUGH BEf...~~S 4 CP;,CK~· THROuGH CCL\.'\1~$ I {$Et [•;,GS. A5 ,,IJD 1\G fr R REP;;IP rF er l!Jf·.:~NS" 'S-TRl!TS, .... ~«0 ~T.'...IR BEl\NlS}

.-•: }'('.'.i1;:·~·- '"--.: ..

4 0 2 SCALE-· ~l

A• '8 .' l'

I:

PLAZA

WEST WALL

4 B Ml FEET

,i ____ cl,_' _, __ .: ___ ..:_: __ '_._O:. ···-·· 1r. DR.

1 I R ,, ii DR I

-OR

C :

SP

R

CLEAN S FILL

HOLE IN SLAB

D'

R

SPR

• -o·· ·- ·--- - ----3 ---••• " '• •-••- '•u•' "" '" _____ ,.,_, ______ """ ,,_,,_

N~TE: ':\j;T r;::-!CE-S .1.'.Ll_ EE .:\E--. ',::t::

S£f. ·:'EC1F'.( ::-i,_·,;~---

R

DR

R

R

DR

R b.

• i SPR

I

CRACKS AND JOINTS

'\ CONSTRUCTION JOINTS, COLO JOINTS, AND SHRINKAGE CRACKS

NEED NOT BE REPAIRED IF IN GOOD CONDITION. O!:TERIORATF.O

CONCRETE ON ABUTTING FACES SHALL BE ROUTE 0 0U7 TO SOUND

CONCRETE. CRACKS TO BE REPAIRED AND ADJACENT cor~CRETE

SURFACES MUST BE THOROUGHLY CLEANED BEFORE REPAIR.

SURFACE OF CRACK SHALL BE SEALED AND LOW VISCOSITY

EPOXY PRESSURE INJECTED INTO CRACK AT PRESET OPENINGS

UNTIL CRACK IS FILLED. CLEAN SURFACE OF CRACK WHICH WILL

REMAIN EXPOSED.

SPALL IN CONCRETE

CHIP OR SAND BLAST TO

SOUND CONCRETE, COAT

WITH BONDING AGE1lT, REPAIR.

SLAB REINFORCEMENT

IF CORROSION HAS REMOVED MORE THAN

10°/0 OF REINFORCING BAR CROSS SECTION

SPLICE IN NEW to 3 BAR

TYPICAL SLAB REPAIR DETAILS

SEE SPEC, SECTION 03700 CONCRETE REPAIR

SPALL AT REINFORCEMENT

CHIP TO SOUND CONCRETE AT LEAST 3/4" BEHIND

BARS ANO 3" BEYOND CORROSION ON BAR. SANO

BLAST TO CLEAN CONCRETE ANO STEEL, COAT

WITH BONDING AGENT, REPAIR.

r-CUT OUT DETERIORATED CONCRETE TO SOUND MATERIAL, COAT SURFACES WITH BONDING AGEt.;T,--

,/ RECONSTITUTE BEAM WITH NEW CONCRETE.

i

WITH

---------.f-J-_MUL~IPL=- C~ACKING I

EFFLORESCENCE ---,

I

• ,.,, f,,.---~ -· ~~~--C·--f-:- • "'- ' . -·jc ~ c

· . . - : - , CRACK AT

---.::.:_. -., -" REINFORCING

' '. STEEL

I

SHORE IF EXTENSIVE, CHIP TO SOUND CONCRETE,

COAT WITH BONDING AGENT, REPAIR.

CONCRETE SPALLED AT CORRODED

REINFORCING STEEL

SP

BEAM REINFORCEMENT

IF CORROSION HAS REMOVED MORE THAN 10"/o OF STEEL AREA, EQUIVALENT AREA OF STEEL, OR CUT OUT AND REPLACE BAR.

TYPICAL BEAM REPAIR DETAILS

SEE SPEC. SECTION 03700 CONCRETE '<EPAIR

G H

,. ·-------:u·· ------·---- ii····,,,,,_, __ I . ...... . ···!·.········· ' i .. . .. - ····-· ' i

, 1 l j j

SOFFIT i

SLOPES I

DOWN 3":

I I

I !

...... dl

SPR

~, 1

SPR

SPR DR <

~b~. ·I SPR CR a sr --SP R

. .•. ,' ' b---·~·-··- -···-· .:::.::: .. : . ....:..:0-"-': '_ ... _. ' ~·'·-· -· '' ··-·-..:::Q-=::'.::::'. :::: ., '' ' ' '

'' _:.; __ : ... ,,,,q" ::

SPR 'I CR

SPR

SPR

I 1

' SPR

, SP

.. ti~

SPR

COL.

' j DR -l

. . ------.. ,, ... ··O ... . ... D

DR··--.

SPLICE IN

J )

- DP.

R

SPR

·OR

SPALL AT BEAM REINFORCEMENT SAME

AS P.cOVE, NOTE

STALACTITES AND EFFLORESCENCE

SHALL BE REMOVED FROM CON

CRETE SURFACES ABOVE TOP OF

PILE CAP ELEVATION. {TYPIC.l\Ll

KEY ELEVATION

... . ····-······ ' i::· - .. .::....·:c::, :.

i , .. ':::::- ... , ,,,,,.,,_,,_,, __ -·-··· ·~ -·:: __ ,, : -·--··-

~--"-''--~~~~~ - - __J_~---

KEY PLAN

NOT TO SCALE -- ~"~-~~". -- -

I MATCH LINE

SEE DRAWING S4 FOR LEGEND S3

NORTH

~ \ I J "--1./ i!:eV.~7- ;t·-O·c!

5-11-8" hEFLECTED FLAZA STRUCTUhE B v 4 .. , _,11 16

SCALE ~-............L .......... l FEET

PREPARED DRAWING NO.

C .l.B 370

DESIGNED 41,013

S'{ l-1 t-p"'c""'P.,... __ -1

DRAWN PKG. SHEET

c ~ 5 r;-::;-, CliECKEO __!,Q!_ ~ MA'l li.1983 -

36 DATE _OF_

I. I

I ~1

.p

' ' ~i!f.;,_.,,_--c.c~.J""

I . SECTION PLAZA

l•li 14 -··---·----- -'---'-s-=o"-u"'1 H,_W_A_L_L

L

NOTE

ORIGINAL FILL

EXPOSED BELOW

BEAM (TYPICAL)

TAMP NEW FILL

MAT~RIAL UNDER

BEAMS

~ 0 2 4 8

SCALE--· .. .,...~ ....... ,;.;__.. ... .,..., •. FEET

A B c D E. F

G H

SP SP SP DR

DR •

J

MATCH LINE

FILL HOLES IN WALL

0 ---~·-·' :. ·. ·.. ' . . ::;.::.=1;:1-. :. ==.:.:::::.=.=·=-=-==0::::·::::: :· . --. -·--·--: ...... : :·:: ····-- ............... -. --.. -.. :[]::·-::·:.:·.·.-.. ' ·::~_--:-:-==[]:::::::--.-::. ::~-.. :·::::-::====--=D

SPR

COL,

D

·-- R

,- ··o.---···-···----·· R

R i R · R

R

SPR

--- . ·----. :e·=-,~~-=:o:-:: .: ... : .. _______ .. ___ --u-- ..

I. EXISTll'<G ~~

: I WALLS

/1 - - ' I , I ' 1·====='.J

I I

SPR

I I -·R

L .--·

- R

1 SPR

D

DR.

D

OR

SPR

R R

R \

SP "-

- R

• R

_ S,P r;f-[~PR-. ___ - - . - .:

SLAB ANO: BEAMS

'! " d .,._

REPAIRED, 1982

- R SPR

SPR

SPR COL.

. ·-··· 0 ·-.. ··--·····-~= :.:··

DR

DR R DR R R

•· · NOM. 10X12 - STRUT TYP.

D

R DR DR

R :QR

0''

DR

t

R

SPR •. I

:· .:. :· ....... :d· c.> <O x

SPR

z

R

N

• SPR x

•-.. ·SPR

nn••R

R.

CLEAN 8 FILL N r- -R

HOLE IN SLAB

~: '' ::o:

z

R --· R . . .. __ .. :'.:::..O:···::::::: ::::·

, '0 •''"i" '

R

R

NOM.8Xl4 TYP.

SPR

I

I~

II II

<O N x N

SPR

, R.

=-·-o- .

R

SPR

SPR

R - SPR

R

DR DR

~'--·--:====·=_fl:::'\'...,::··=-·=-·=·· ==·:::i .. ~Pfl:C?J,o_'O

'--0 ....... ·:.·. -- ,, ~ ... ,. '" --.-~,~ .. ,._,_, '" .. ,.,,,, ____ ,,,_, ··--·-:q--·-

REMOVE wo_qo FORMS

FROM VOIDS'

SPR _ R

L~ SP DR'•

p

... 1

SPR .

R SPR

R CR

COL.

b SPR

8xl4

SPR

R i R R , D

DR

' R i I -._...._ ' ~ DR -.~ - \:fl :---D----

; ~-__fl__--- ---=:I

' 'LOW SLAB .... ·· ' ~-LOW SLAB

_,-· j ( I -l-_J

SP

SP

SPR

CR

SP

R

SF'

i

SPR

COL.

D

DR DR

R SPR

--o .. D

WALLS~

STRUT SEPARATED

FROM BEAM AT

CONSTRUCTION JOINT,

CLEAN, FILL SPACE

WITH DRY PACKING

DR.

R

SPR

' CT

~--NEW 4'·Qx4'·QOPENlfJG I

SPR SPR

8 CR - EXISTING

SP WALLS

-- N~W PREC~ST LINTELS l

- 6" BEARING EA. END

I ' I

.Q_f.l

CR

COL.

'v.

=q, ~' ., 2 •, L ' •

·· 1411,r·

I I

--···· J SPR) 8XB 2-il 4 BOTTOM -1-·----- Sr NEW 3'-0x4'-~NG.1 il - .. _ --1-+-~~:N1l·~~x1'·G o- '

DR_

SPR

DR DR R

··.o .

SPR

R OR

SPRAT

TOP OF

COL. ,

SPR D

R

SPR

SPR

R;

R 1

R

SPR

D

SP.DR

t! i .. ~

21~ _ _:.S~EC~T~l~O~N=----'-P~LA:..:.::.Z~A __

14JI~: EAST WALL

LEGEND

SP SPALL

SPR SPALL a EXPOSED REINFORCEMENT

R EXPOSED REINFORCEMENT

CR CRACK

DR DRAIN HOLE

NOTE

CONDITION LOCATED ON

HORIZONTAL SURFACE

FAUi_ TS SHOWN DEPICT GENERAL SURVEY

ON OCTOBER 9, 1977, AND ARE NOT

Nt::CESSARILY COMPLETE. CONTRACTOR

SHALL BE RESPONSIBLE FOR

CORRECTING ALL FAULTS.

SUSPECT AREAS SHALL BE

TESTED ANO REPAIRED IF

FAULTY.

GENER/.\L VERIFICATION

')f EARLIER SURVEY l'.'N

AUGUST 11, 1961

HOLES AND DRAINS IN SLAB

AND PLANTING BOXES WHERE

TO BE FILLt.D IN AN EARLIER

CONTRACT.

SEE SUMMARY DWG. S 3

·-SPR ·. ~ SPR DR SPR ,

tJ ~ :: .... ::. ' r====' =-· -======----'

R

DR SP'

NORTH

C-"' 1-

'''1 I . I

SEE DRAWING S3 FOR

TYPICAL REPAIR METHODS

REFLECTED PLAZt~ STf\UCTUf..E PLAN SOUTH ---·---~--"-·~- .,,_ ~ ___ ._,,…