Existing_Plans_for_Griggs_Street_Bridge_and_Sheet_Piling.pdf

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SUM MARY OF QUANTITIES

ITEM UNIT QUANTITY

C.::Ass X CoNcReTE cu.yd 212

HANDRAIL CoNcRETE cu.yd 2.4-

/?£1NFO!?C£M£NT BARS !bs. 3410()

CiASs A ExcAVATION FOR sr-e cu.yd /60

CLASs B ExcAvATioN FOR sr,p cu. yd 700

I?EMOVAt.;EXtSTING SrRucruRE each I

PCC BAsE CouRs£ -a" sr-yd /60

81TUMJNOIIS MATER(AL; f'ktM£ CoAT gal. 30

CoMB. CvRa(Gurr.r::R; TYP£ Sj'ECIAL lin. ft f?C C SIDEWALK 5 sr;ft 315

NAME PLATE each I

TRENCH BACKFILL cvyd 650

B1r. Co.ATEO CaRR. Mn: PIPE 18" /;n.ft 20

Btr. COAlED CoR!?. MET: PIPE I.S" lin. ft. /8

GRANULAR BACKFILL cu. yd.

.SP,t:C/AL EXCAVATION cv. ya. 200

CoNe. Gl/TT£1?- TYPE SPECIAL /in.f't 45 MAN-/lou To Be ADJUSTED each I

OVtrA. IS" IN . "'4' TR££ ReMOVAL 11'1 l)tll/tll DIII/I(

L-------------~~~~--~~~----- -- ,.Fine Dense Gr: Agg.y Type Suhcl. I-ll

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Cl TY OF URBANA, ILLINOIS

GRIGGS STREET BRIDGE

SECTION 66-B-CS

N

1/NIVERS/TY AVE.

r--1 -, . :N.~CR~/(w·-- ~

WABASH(U:RR ~

' T .- -GRIGGs S7:

l , Begms Sla 0+00 Fnds Sfa. C-t-88

MAIN ST. ll II

• --.i.--- - --- --~------ ---- . - - -----·-··-- ·-·-·--- .. -------- .. ·-··---- -. ··-----·-

INDEX

SHEET No TITLE

I CovER

2 GeNERAL PLAN

3 Box ( W!NGWALLS

4 RETAINING WALL

NAME PLATE.

GENERAL NOTES

Class X coocl"ele shall be used fhroughouf; e;rcepf in handrails and posfs.

Handrail concrete shall be used ;n handrails and posts. Poured af'fer f'a./sework has been removed Reinf'orce/??€171' bars shall COI7f0rm fo A.S.T.M. Specif'ical-lon

A 805. Jnfermediafe Grade .

' Borrow £xcavaflon nel!!'ded to complefe fhe eO?bao/r?T?enr shall .be ob/a/oed as spec)r/c-d Jn Sec. /4 or /-he· Standard Sp&c/r?cafions. Quantit-y incll/ded Jn Spec/a/ Excavafron.

Bac-ft'i/liny aoJacenf to rhe proposed s/-rucrure shall in accordance wi fh Arf 50./0 or lhe Standard Specl/-?cal/ons.

Trench backfill shall be 11sed as direded o/ the e?Jin~,., and snail be flaced tn corrftnuoi/S hcr/zonfa! l~ers mf mor>e thor? six ri?ches ri1 thickness, loose measuremenf; and each lqyer Sl?ol/ .Ce if?on:;':Jhjt ccmpxfed Wlfh a mechonicof wmper.

STRESSES

-f'c = 1400 osi -f's ~ ZOOOO Fi

LO.AD'N&

HZO- 44

CITY ENGINEER- MACK KINCH

BALKE a CLARK

CONSULTING ENGIJ':,I£ERS

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___ :..__ ________________ -_v· ________ -_· ---~---·-·~ ________ ··:---~~; :j r-J

,__ ____ _ -=32~co_u ______________________ ~ /'--Variable circular crown

1' I-11- s"rf'dce Cwrse.

5" ff'C s;i:kwoik

Conc~ie gutter type special

Consfrucfion JQinf a" PCC bose (see detail)

Ca-nbina fti:Jn anct'rle cU!"b ¢_gutter, '!J{a! ~eta!

Nor£:

~ tf'«"hcal-e e,rt.>lto/ ;.e"~f_.r~fo /f5'0tdl7 of' W/17~- Wood [/"Ordrai/ to be

./ cue// ol'propo:J<!d removed----;-,j-\'~==='ii/1 / 5/rvclttr~ 1 1 _'j11

/ Er/tftld /cc-1 1 ~ I Ext".sfin,f Inlet ~~~~ _j:;/~o,u)_o __________ J-

76e cosl- of .rua6 r~- -~1,-----Jn--_ -_-_--_-_-_-_-_--t---J,k"'~, ' 1 ....- Uftlity P?f<_ /oc"m" .anti +Ae .............. .' ' 101 ...... __ , I

The cost o'f remuvin.f and '--I 1 wood gvardroil shall be te'avtp~ ',, e m " "'

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,---- 0 ___________ f:_!~t~~'!-~_-!f!!.f}~q strucnue ,II

1 ~

/pre molded_ ;om! filler

: ! I r:-~ ! ! Kp?f" --------

' SPCC 5;dewo//('-) •:.:.

.::' :.J!nqwa/1

: i ' fY"rl sent bank -..- ...._ ' ' "' ~~'--.------------------T·-------------r~--77·~~--r-- '-

SECTION B-8 - N£w PAVEMENT ---s--· ;, • -- , , .

cale74 = 1-0

32:._0"

!" 1-11- S urf'ace Courke. Var Cir Crown

Comb;!loT!on co17crefe cwb I <jtdfer, type spec/of 1l 8 "PCC Bose crse i Cons frttcTion joint {see de-fail)

SECT/ON A - j\' 'I PAV£/1./ENT ~fco/e.'/4 :;co··- ----

# 4 ¢de f'ormed hars so''!ong

- ~jil t:le{i,rmed +it!J ·hars -30" lon.9 at 30" ctrs.

Cot7crefe ~vfkr lype spec;i:J/

Tqo of' base disposing of' the existin,y il1 'i, considered as lnc/denfa/ To '-, --the contract. No additional - -- ~ -roo of '--"' ---------..__ -~< '"'r VC~rt"

! -, -- 1: ', crt 30" errs. --f==:'___ ___ _.'!:"_+J--7L..:.'-i-----1 compensatiM will .be allow~ -------- , ', r---,..-Z'~ad '-, '-._/ 'tree

1.. ..._ - ... ~ , -............,, I -"' -~ I

! CONSTRUCTION

!4.7):~~~;~~:<trptq_t_~~=oo I

JOINT

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1rp or tmk, ed_ge of' pavemem' to he removed.

' '...._ renNJV'e

! ...... .q ~ I i ~ ~, I

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7~' ___ _ _g-() _ffof. of ~'" ________ ----++7--='Z'-'--+H ~ , -,~ 1 -~ I <S ' -...__

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1 j...._ -- -- / ---------r------

, End of' exl.stin:f curb _,.., "' I

, !" premo/ded ;omf {tiler

PLAN OF EXI5TING STRUCT~;~~\ n- ·;e"cMP

.scale:Y8'= 1'-o" ,"\'-'-

NOTE: West of present bncl9e; cvrb/ng on "- __

!Vole: lprct770!ded jo;ni fillet" m ;,, ,da,ced cr! all potnfs d ccnfact r~ween hridqe (Ond wtn_gwol!s) and new srdewalk, bridge and new pavement.

!Vol-e.- /"'or drata derail s-ee s/Jeel- .3.

soufh stde of sfreer 011/y- Easr ot' ·-- - -br;d9~ cvrbi179 oa non"/l stde only.

3 courses A-3 .svrfbce

.S(Jv/htuesr Corner

Orerlapn~iP/ffr/cJ~tJ"C..#P .z" ~ e.K;sl;/71? /.e ":1"1/t!:. ( ca//(;/79 l"o be t:1pprored b.JI £119int!!'t!!'r)

LOOKING WEST Nor£.' Ptpe /ocofions lbke!J

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UTILITIES ANO EXISTING PAVEMENT

Scale: ~4';,. 1'-0"

3'ftmMr subl'loor 3' f1mbtr floor

I IO'.Ii J 10"-6" f-+-----··-----------~~-------~-t _________ C'Q_~8

CR055- 5fCTION OF E.XISTING STRUCTURE -'c.ala.; ~'ILI'-0''

:Jo:o-ze,:o·

~ botfom ol I":< fl. 707.4

__ __L E/. 707.4

-1 af ouflef See plan of e ,l'fstll'lg sfrvc fvre.

fx-tend storm drams fhru abutments

Cas-t of the collar tr; be cons/der~d a.s incidental To the confrtxet.

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~'-~- __ . ~TIT ......... -

,---Proposed Stream Bed

2_ - E/. ~8!!_ - _

ELEVATION OF PR.oPOSEO STRIJCTl!RE s ... r .. : k'=r~o"

(Looking North)

1!5" - ' If " • !--~---';-__ _ ______, '\11 (._ "~'fte b.at-' -deformed k-----------------~_L_ ( ~~ - 30 long <li' JO ern

Comhi-tion Concrete Curb ttnd Gutter -~~I

' The f'tller shall conf'orm -1-o Arfical /29 S of' the Standard Specificat-ions, Cost fo be C considered as lncidenfal fo L the con-tract: --

16:6" J ------ . ··~I

Top of s;dewerlt\' I

017tl wC?!! eleva-fion-70~43

NorD

C lass/fiCafion line Ef 702.5

Ac(justmen-f oT reinf'orcemen"f bars -for installation of' ufi!ifies shall be approved by -the eJ?flneer

' SECTION C-C

ID __

PAV£H!£NT 12EPLAC£1'1£NT

{S;k-a!e ~" = 1'-o")

Nor£' Concrm G<ttter ana' Comi>.

Cone 'urb ;a' _qvl'l-er

:trcensifion /o 5e approve</ by /he e;;9t'neer. Cos-1 to be ;ilcluded in flie umf }'rice J,.itl fi>r comJ;i;,ttf;dn conrr·cfe cttrb P/l,f ,9'tdh!r-

A _j

PCC Ba.se Crse. 8"'

PCC Sidewalk .S"' rse r-- --------------- ________ ,_ ···- --

<;RI~~ !lTR~tT I!IRIOI!ot &JILT 1954 toY

CITY Of URSAIJ~ SEC. 6G -El-CS

L.C».DIW<!, HtO~ ---fype special and c-one ref~ J'tltfer -f,Y)'e .>/'eo'-rl. r'---------------------------- f-----1

fl. 700.9

~LEVATION OF E.XISTING S.TRUCTURI::

Seale: ~·•, 1'0

NoTE:

p ¥I Concrete Gutter

Tu• Specittl SCdle: !'~;:o"

LJr?~~~~m~ L.o~• ..., 1-Jf: e.....,.,. ,_.+

Th~ ccsr cr' t'Vrnishin_y -'"'" insral/i'Y fie bdrs shall .be incMfttl /n rhe contrttct -ir price fi>r Com.binafiM Concr~ Ctub tmtl Gutter -7jpe Speeil•/ _., O>ncrm 6-vft.r- 7,Ype S,.oci•/ andm> .,./.,1/J?,_/ co.pM~ .5~ k ~

- ------ - ---- ------~--'-----'- L - --------------------

5ECTIQN E-E

CITY OF URBANA; ILLINOIS

GRIGGS ST!i?Ec:T BRIDGI= E'X!ST!/VG ST/i?UCTUR/£ AtVO GENERAL ACAN'

BALA'E ANO CLARK

CQ115UL. T/i'IG £NGIJ\I£EK'S w~ /2-V-S":J ~..._..,.~f4..J Seq/e. As nokrt'

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QUARTER PLAN

BASE SLAB

.I -"' --~ /' • Scare t"i : -0

I~'-~(/

_L-'1 I AN Scale /t; ~;-v

Nore: 5ee Sheer 2' ror !OC<dion or Floor DrcNns.

Nofe: fhnclrot! on SW' wingwa/1 only.

I 2-'o" , • 1 4" .,_~a per /bo '-+1 -n-t:::..,..Y--:..:~~

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PLAN

edg" ol box

FLOOR DRAIN DeTAIL k"f'O" Seal~: 4 • · r-- -- ---~~--_-#_4_8-ar; -;~; ";;~--(-f._f._) __________ ~~~-~

(I e<lch: wzo, WJ'<O,WZ3, W37,wz.;,W.:78,W?.9,W39,W3?,W40,W3S) Nate: Handrarl and roJd41Bt.j 'lab "o! sho<~n lz'' /{i- "'4 8a,-s (! eoc h :W eo -"fo~W,_,3~5~;L_:__:e'~IZ:.....!" C,__f.'.':r.__,~"----'-'(n.~. !.:..t. )'------f· t:+---------- /1~5"

Noffl.

Wtn91.1a/l flJf'ltUill l'or Northeast;

Soull?e<Jst ami Soul/lt.JI! 31 COI'ners.

Wing walls shall be p:;ured rnono/if/Jico!ly with bc;rrel.

All bars 2" clear in wingwo//s.

ELEVATION A-A

r$ fi:

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I' vrbot

" lsebot .all lxm tJ ~~ m r .. 11/m'J

12 bars (e, bars used in '/ bars !landrotl on

· Wr?gwo/1) d bar>

. l - L...':::==--.---j - 'l_ i ;Vore: ,Cor a:alcli6o/7a:/ Handrrzil

De fails see Divtsion d fl!;~hway Sl"d 2070RB. 7j,Pe 3A.

('Top of' sikwolij rl Bridge I gZ bor.J_;;J b bar?;,

* REINA:JI?CEHENT 8-'<.RS '

BAR !VO. SIZE t..EN- SI-IAP£

'il'e f H

"7 34 .22-G

46 ~ 4 (/ 1----------~------~--·------"=-:-__----------t---- o; 27 'ff8 !6'-Q"

Oz 23 #4 14l O" 1~2" I

')g4 bors Ho<-~

~b!hors

SECVON B-8

Scale,!';/ ~0"

Bar d

.Bars

~: '----------'1 ~ "':l_ , ~I

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SOUTH HALF-.SECTION

AT CENTER OF BRIDGE

s bar

SECTION C-C

Scale %"• 1'- O" z"ct.

__ x __

_".;97 bor

-;bit-~

NoT£: Ac(j1.1sfrnenf or reinforcement bars j'Or insfollaf/on oF vf/1/f;~s shall be approved b!:l the engineer.

! t?/'-b" r--- ·------

Bar h

' Be" I"" o. to o.

Bar r

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rs vv B<l ear X

,;:c:;"r

16:0~ 5~0":

/4!.3"'!

',3/ IJ i /. -6_j w., /2~~·i

!2"0", ;;.:..3"!

;~t WJt w,-., ' " 10-G ---:'..oi _9!.5/'!

.9:?1

W/4 t~ ... + W;&,+ W;,-a:o· 7-'o"

G'O" I s.:o" 4-'0'"' 3'0" z:o" f..!O''

~ 70 #-f- .33'-9" b, 136 #4 2.3-6" bz 74- #4- 6 1 9'-' d .so #5 _g<--6" e 8 "'s 21'-0" -·-e, 4- ~ 1'1'-:5' E ?Z "'6 zz:c" r; /0 ~ !O't;"

g 60 >1'a ;z:.c" r- ~ 9t 68 "'a .,9!0" r-

9z //8 ""6 1o:.o" q-3 ISO "'a IO'O" L 94 b"a ""6' /4:0" I 96' 40 #6 I /2:6" r- 96 40 "'4 ! 8'.3"

97 e? ~ /..3.! .9 ,, ;? 65 "25' 30'0" I I #6 /4~6" h, 43 1--- ..

I 22 "'4 2!..~" (1 r -5 84 #5 .Jts• w b #8 ,?a~c--

"'4 23~3" r---w, 6 I -w,... 3 '>j/8 zzc'f'' I li3 3 ..,.a 21' 9 " I W4 .3 ""B 21'-0' I W5 3 "'a ..a?/-3K I

I w. 3 "'B ;q'- / d I ... - f--- -"8 ~&'-;" I W? ~ c- _1 ___ f.----- ·c-;; ·---.-

Wa .$ ""a ICJ ~-o'J ---,

- T- "'a- /?'--3'' ---, Wg 3

!6 ~b'' ! W;o I 3 '"'8 -r I --

I Wtl 3 *'8 15'--9' ~-- ,-W,.z .3 "'B l /4 ~9"

"'~t:3'~£~: i-03 .8 I w,., 3 #8 !2'-9" ,-

"'6 !I'-9" -, i<l'ls 3

-"'6. I ;o'-9" Wi<G" .8 J- Wt? .8 ..,4 1 9'-q" I ltv,. a 3 "'4 ' 8'-9" 1 Ltll,.9 3 #4 7'-9" 1 f/V2o 6 #4 I 1"9//

Wz; 6 ""4 2!..9N

Wzz .8 "4 3'9"

*'4 4!...9" I V>Z.s 6 !

w,. 6 ""-f 6f';;:/' W,os 7 ""4 I t;<sl' W.t~ 6 #4 7!9'' w..,7 6 "'4 a.:9'' #4

9::._9n W.re 3 w, & "'4 10'.9"

~W.;o 6 "'4 t--;/~.9" I >1&; 3 #4 -+--;,?: 9" 1-- ---

*'4 /.3!9" I W.32 6 W.3.3 6 ""4 /4'-.;/

#4 15'3" W34 3

W3s .9 ~ IG'-'.9"

~- .;J ~ 3.!.3 4

W.P 3 -"'4 G'3"

1'1:38 3 "'4 .9_!.3H r-- Ws,. 3 "'4 12~3" w.,-£. .3 ""'4 ;5:3•

W4! 3 ... 4 4~311

W4z 3 '4 7-'3"

W,-g 3 ~ 10'-3" w.;,, 3 *4 ;,3!.3"' w,s 3 #4 10'-.f +--- . 1---c. ---zs/6'' w,. 6 44

.. li'ein Tore e;nen f ~or re.l-a.in In .7 wall !Jiv'e/7 on .sheef 4.

CITY OF UR8!1NA, ILLINOIS

G/2/GGS STREET BRIOGE

PE!AIL SHt=:-ET

BALKE AIIID CLA.<?K '

CONSUL77NG ENGINEERS

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1 .In dJo'Y" ;': Jb--u~ {Z..J I '~~~"- 4s ~v .

---"' t<::. • /

' ·. ' I Shtwf 3 .r~;

:t· d ·- -·------------!--'(/ f.

> \ .-""l.i,.

__ l__ _______ __._ ____ .i__ --~~--- ___ ......... 'i.·. / . I I ~- .. ----..J L_......· -&·.£"-, ...c·:J<' _...._~~----~- -- ,___ _____ ,_- ______ .....__ ___ ,t..,__ --- -

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Scale..; ~FO"

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~ N i ,.13-';f.bar..s .6,@ /? c/s. ___ foD Ta:.ce ___ , ' /3-"'6 bars 4 @/c'l:/:s. bolltace? 1

I rOOTING PLAN S ' '·c. I' 0" cate_, -- -;¥ore: fno' bars/o .&a.Trered race 7o be lilTed to /77aln-fain 3 c/""""'r. ot-her

.bars maint-ain 12s,Pacing, ~-- ·~I -i

_;;~·..., I i;: i ~ I -.t::t.i-~

~ " r- :;;; ~~

~r· f-

-3~ ""., . ::?kr,s v @/2_ch. r.r - 'k <:' ' I <l).

'I Iii ..g" fr) # "~ N 1j . ;s- 4hr.s v, @/2 f' :s. n . . 6 :::

J'-: " -<:'"-; 'fu h , ~ " r-:~,'}s- "'s bars v~ @/2'ch. J£ _g" ~ ~-- v

~I ~~~ ,+, - +- "' tl(fi

·~ f-:i.. ~! > t ' i: ~ .6'~1 Ill ~ /6- '8 ,Pars va @/c'c/s: £7.: .'JH "\"<!-- ~ !>\

I.. I I -- ~i - ,g·--f- ~- ~ ;5- Cl .6ctrs v.,@ /2'cls. fY • t; \) ~~

'I ~ 4 N aT. r '} ~

,; 0, /5- '¥ 6ars eft @ /2 cis. --.3 .. ~ 1\j ~~~~ ~I!, oars

">I \ol h1-oars J '-4-L>ars

Vlt:W A-A Seal<!' j ':.I '--0"

----- --- .----~- ---·-··----- ------- _____ _L_

E! 710-38

'/¢Drains @ :;.1 c.c; Provide ~ -3'

"0 " 0)

. E/.. 69/38

£1-68.9.13

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H~IHI

VIEW 8-b

BILL OF MATERIAL5 --·

/?eirllcro/, Sree, !.6s.- s900 Co/?crere Ct.< Yds.-- $'6.7

G'ranv/ar 8ac/(fi/l Cv. Yds-- /.8

SeCTION C-C

5AR LIST- RETAIN/No WALL

BAR I NO I SIZE L£NG'TII SIIAPE

a, 8 : "'4 17-'9" a 4 /() 1 #4 ' 15~.9"

.63 31 "'4- ;,;.:o" b., 3 I "~6 IF 0" d; 30 #4- 4'0" 1----.:.:

V 31 'I'$ !ft!!!J" I

Vt 30 ,._4 /8-' 6" I

~~V.~z----~3-0-----~=6'~----~9'0" :

v., 31 *'8 8:. o'' :~

V4 30 #8 6~0~:

I /5:3'1 1

I 15'c;''

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CITY OF URB4N.4, ILLINOIS

GRIGGS STREET BRIJX;E

0£7AIL SHEET

BALKE AM? CLARK

C'ONStiLTIM:7' ENGIIYEER.S

Ap,Proved.· w-Je.· 12-2.1-5"3.

I/7 ,;1,_0~_ye of'.·ja--.f.iL~.

9heef 4 of' .s

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