Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutORD 8-U" ... _.r_
2 7Tz7Uz1`1AT1 OM
*3WMUMZ
M7 'U"
!27 1:
124 ��T 37 1�.� --N TZZy Ti71.7 1,Z7173 C=Z2' OT
Ti -
!.V. Pr_ 4:i".+IT" C_ TX ' -3 M
_,y YN
Fk7
y
L , u,
11, E34T1Tq_tm_-';L GN"T° (,,=E',�Z
Q rXT
"M ; -i
Y D
T 1T T, t, 57.' 7.AT.2.e 7:� n,— Ti! )
_�J� 7 p !,7- r)
27
f.
:t
thrh ryub-uo convenience, xsety aA 'WeaOsity 02 no cltyo aw. -tw
Poople or the sats. TO:114Z.G. 'taint the Potion t ,,
..f1dT,,a7 �rj Ormsistw� of a
rww brid— to opm trUm,-
p ditch imc4n Caumma cut-off ameh comstx,=t.
Cd; t -hat the Portion or ti, 1"1armr
` . 00asistia'o of tiaeb llo.
Kdv. iTi
spa"
br6ndt Da7ou bo n-,awastmated to provide 'a zwxi-,- adeymte rwuwy Tileth
4 ;
Pwi,tion of meta 1214 eomistiaf7 or t -b6 �4rld�
T n<I:7Ayou be
lengthened, to Provid's uate dral, the 'o"ity"
La M- f a." .inco thn poxtion-3;' o- scid
hi*,.7ap constituting tho Ictreet, VmJucV, eanz�tjtute L, air Md nous AncenvenAsnou
to the Pblia, tyzy tyra uriently r,--_imircd to t_a 1-ornedied; cmd
i2' M' P_P� 1 -u5 T, t -11p, Ofty bau m�,wsted tipof -:�ibxss to awitribute rjMa=*C1J..
17. in tbeet project.. =4
,T7'ate s the S -Mate of Tle—z-o bacs mdo it Immm to ti m city- t it will
nsaiot tl,to eit7- in thn stEat projoot lby furni—f-hiho ti,,O
aowtrAtionr lk-:Construetion aWl trALutemmee; cmd by :n1poryingn,",� Conatrurat1mv,
vidin'] tho city fm"wom tir, :631—mam, ��7r_"v amd ,Al_-�Dwnt fw- ssid, p-1-0joet'; 0-nd
11.77M,7�74119, the City,, in emaid aration of thc r,_,ovJd1n,0, o -f f;nid
project,
neo Windemity tbx �It-Ato of_Tbmao, nj)alnot •aii Or. clamtoy clxaam to
m
adjoinitZ,O abUttin�,, or otlicr, p-vorort-, t:�2-c rtot>G 4- 11&1o, vricin- out
of q inaidtnt t6g. end In W% uay eonwcted -Ath V--- 1.n-stn3.L-_1tJon,, the oowtmotlon$
recom. tructior.,, tho a=1stenoc,,* the wo vM raju�,Q==V ax t1he '5101'ro,34v" nmijoot or Un
of 4-hin ardLnwnao,
T
m7 ';7,- -r- rimArEl"-T 77T "TT2, V1,f',MTM),4aJ
ine
e tbo: Pitne, c nvent noo, mmy oma
Cr &0
city onat V14D ji
of, U':,C city - ruQuiAm It, —mid, artmoiC. aha -13. bo c0=*1�'1,1-w#,,-�d-.
00usti-Jetad,
10 tato 0 Of ��Byms bo metacmized to ontar if-
004Gtn1Ct,* xecon-stru(A0 to mintain the et=oct
the locamm"If mri in
Wojoet at
V,* ixinmr sh on. the at-taollad 110-,"t" ,, ara
lku emA. rnfl
-e
h6" -00f IPI all. MSPOCtL_41 PV
t* '0
3* UICt !P_ �,hlfj *Mlrotiee Mhall ba comtrwd oblJoat
e $67 14-, nt.C� -40 to P-djoin-.
�08 to W Cay diroL. mm,
or
-usutal �IaT
Ina' ObUtting or otbler prqqa_,Vy In, no-afomemn'. of this ordIna-we or by reasm, a Qz
Installation,, Cowtructions, meonstructim, oxist,-neo, uss and m1nt,:m,1=o rxP
Otmat Pres scot authoriwd Im-roin's
'f=ez i qzromw%l 04TJ 4U#6T I aagiaagdaS jo ,asp T4'* T acp sT7,
3iWToAo 00:OT's *91?6T *IT .zaguiagdaS -w VEC-i-,.zTgQtj �Gr wa ucunoD
aijt :q Passud ATW a0wau;pao uu p Adoo p3aaoo pwa =�n!gq== adl ed
aW oqq Zvqq Ajlqaw Agaj xj somq? m Ov lllau jo A4T� add• jo
Vja pqU;,Eg 6 `pa%gOd;Tu CTnp 3;,4 19
•,zr 2u'x 'yi 'yi
R,zaZa �al ps
'x
sa o/S/,.-Z- , ,0 --L ZG
-MT '(I *V `,zagtuagdag jo • Np uq-* T a?uq TTOunoO Sq -TO aqq. -'�q QHSRVd
OW -wood u,41 V-b,4j!u P= Mij 1400740
PUB 0=04 TTnJ IIS 04; TTrli- Quu!' Q4.q i?uv Tb4T& paGUO&TP fg4,z9q UT S4nP Tulshag
owgq -ao o f oq4 jo 2uTpuaa aL,. *m-pgYPede q,41a Wu .4TgrLosd nO VOTs90
puts aq eq .dot acs popTAod ujazoq ilaa t Banc w4q Vao o"Iq oq� 'peiedTTOP PRO
1pO,4u4K=q 'epv 'TKvTp9w'T aq TTuzp ppeozoju preaquoo an 4m puu WT,4Tpefto ' TA&
• pm AT�d�d eta paimuo puu ut ?.;q aq aoj po'PTA*Zd UT ZQ-- %JOk, 041 4Rg4 ATs080+3U
a&T!j=OauT pua Acu craws, 'ao 'po:l UT 2up>q c Amn pug u4w4zQj 040a3Je aqug eQUUUTW
gTg`+ q g u Fob- on::os �u^�►�= `A To �i� . o 'do � iii:
Ocq .aT4 S�To O -,M do It4S aodoad
-bt ;u � pm V=ww �u:iOZi."t# 'w a p ot`1 Cj Qin ST 1i.Ti4'�0.i 4;
jo OWTEIAatd Pae a=aq Gq% qna ;tea JO eDOC=d 6414"4 .zoj P= V4TU aouuT►MOOR
UT su3r" �o �4all:d Oqg TWA 40a %wo PEW 4umnavu ue A+Tc tea+ 40 jmoq uo TIM aOj
ata 014 PA-JJa'g4ue Agwoq sT iB Gq 14Ta GM Jo =&R'i
•,4oCgad
gew-4s pps iQ aon a*/9m gaueaaWpau pps ,To 4rio ShqcW caom vp due r r;ssTum q
saxes, JO 04u4OARS tt'TA A!�'Ta Gqj WO 40eCo.Zd '4OQnx OTM ,O Asn ao OMMOWTaer
e!- � pq t Momam "auw dua u; = iia Vw 2uyWa Sqje .o ssr ao *m sip
sa,T w r;r;; w%'& ,jo 'rt4eop as M A=CuT aoi A%TTjgv;j ,Ta -aamm A= saaL 3a agRq;& ate.
uodn eand w4 p# IOD arl afte TTen;9 u-fwet pm7aww L%qq4Ojti .6 W'Ta l,u
'�rT gshz#wig '4= =ox�I sgjiys 'ROIL., SIM :-'U-kjJUGJQp =Xj evzair, ,To
Jqq oAaTTea mac► gtTsse °.9uT,4w UT as Op 0,4 paquai;3 t JT aTT)w Pug 118e0saRp
goes ,sod; 24TTO gWTA ttoTPaCUo al 64K u lxo T110 Pun 004; uJ,&;;t2Dgga 'now !�.nao
TP gsuTrkl+a O"QL jo a k; M4 4;TM.MPUT " 0&128 A(IwGq "0p pwa "gQcoad .40"48 PTUe po
ecueua at •pu-. "n 4Qav)KaTXo Rua-ppW-4 (Ail, lUOTI uMUMT- atr4 11411
'Paqawm* Awn 1►L uT ao g o -a Weplau; `xo Im I-RaTeW `vEquTTsF weL JO
ga'T4m aoj Agaaload aeq-4o ao `Zu'T2!jngv. *9uTQTofpn % aWmap mi BEq-Tp Tt' seVvimp
•Tri 4vuTu:.ry suxe ,:o @;uju ettq Xjrwopu'T cry u Agaaeq seW 64;o M'4 'g 0q
moo uTWIr,ksqt. ►ctr oa -EM14W 094 ,3a uQTV'aa uoo szT pun JOd `V ;;:;L- -:I-
9-Q
•og paaaa,aa uTaaaH GDUWUTPao eHq ,To quemaoa0gle Puu a9usoud aHq PuB goe
-Woad geaagS PTuS ao aouBaaWTuat ao esn 6a0uag9Tga "uoTgonagsuoo `uoTgBTTBgeuT eHq
moaa SuTgTnsaa ao Sq PGUOTBB000 kWedoacl aaHgo ao SuTggnge `911TuTOVPB oq SaSmuBP TTB
gSuTB9g agggS aHq SaT=aPuT TTTM Sq -TO aHg gBgg `aeHgana pepTboad `pug 6gooVoad aHg
,To sapuaO pug SguamuSTTB `suoTggoTJToads 'leuBTd.aHg SaboaddB SgTo aHq Bugg `aaHgana
paPTboad`Pug `uoTgaTdmoo uodn goaVoad aHq JO-aouuuequT'em pug SuToTTod `oTJJB.zg
JO uoTguTrOaa eHq aoa sugam agBTadoaddB pug equnbape SuTPTaoad VuB 9uTuTWiGq.GP `og
-aaGTq aouaaa,Taa HgTM eaTga d aHq Jo saTgTTTgTsuoclsaa PuB saTgTTTgPTT aHq 9uTuTmaa4aP
jo esodand aHg aoa agugS aHg HgTM quameaa9B uB oguT aagua TTTM `uoTSsaS IVTTOGU
�aanggTeT9aZ Hg9t SgoP `STS TTT9 agguGg Sq Pagg�dmaguoo eB `SgTo aHg gggq pauoTq
-TPuoo sueTcd pTBs uT PaPTAoacd eq Smi ao. su•ejd PTge uT papTaoad eg :�aoM guawaaggeq ao
uoTgoTuq-auooaa `uoTgoTuq.SUoo aHq 9uTSTAaadn.s We guama.aoacimT PTuS aoJ: su'eTcd SuTasdaacd
Sq uoaaGTg oTJJTRaq aToTHab aogom GAaaS STaadoacl og uoTgT-Puoo B uT gaaage pTBs aogTcT
esTmaaggo ao gonagsuooaa `gonagsuoo oq- Sagesaoau Spunj GEM.9uTHsTuana Sq goa�oad
gaaags PTBs ,To eouBaaquTBu aolpug quamaboadmT eHq uT SgTD eHg gSTSOe TTTM 94134
aHq gBgg Sq -TO aHg og uMouz[ qT aPW swq `mPaBoad Hons 9uT4uATgog uT uoTsSTmraoo SPA
-HSTH agrqS eHg ao JTBgaq uT Pug .zoa 9uq-0e `aaauT9uH SBMH9TH agggS aHg `seaaGgx
PuB "abogB PagTaoaaP goaVoad aHg SapnTouT g0THM :�aOx ao muaSoad
B paboaddB
JO ogBP., .zapTM. uoTeeT=0'0 -6gMHSTH a.gBgg eHg "Sga,zaHM
PuB f goaroacl
pTBs ao aoueueguT%w aolPuB quamaboacrmT aHq uT Sq -TO aHq gsTsSB ao.uTBguTum aolpue
aboadmT pug uodn aagua oq egBgS aHq pazTaoHgnB 90uwuTPa0 aecload Sq sBH.Pula SgTo
Hons uTHgTM
iaoag gaeagg
oq
uo aouBuequTum ao/-PUB guemaboaCTMT
aHq UT PT•e TBTPU-arT:T agngTaguoo oq eq•4S aHg pegsanbaa suq SgTo eHq 'SuaaaHM
H I H 0 S a K I I M
JO Sgaud `„SgTo„ eHq PaTTgo aagaBuTeaaH '-6-1 `
•gaBd Puooae aHg
ao SUP
aHg paesgd 90UWUTPaO uB aapun SaeoTaao pezTaoggnle STnP SqT HSnoaHq PuB Sq Supp a
`sBxad `Squrnoo ` ao SgTD aHq PuB `qac
gSaT J aHq ,To SW ed `„agggS„ aHg sB og Paaaeaaa aagJwuTeaG-q `sexed ao aq•e'-�S aHd
uaam4eq pup Sq `-6T ` ,To SBP sTHg aP'GM guemeea9u STHI
X SIbV& M LI,DI1lo 0
X
X 9VYU M HIVIS
( a-OuBuaquTuX puB uoTgonUgsuooag `uoTgonagSuoo uoT'IVUTgmoo
MNHK=V moidonxdsmoo Tdclioixm
AGR-EEM'ENT
Now therefore, in. consideration_ of: the promises -and of the idutual covenants
and agreements of<the, parties hereto.to be by ahem respectively kept and performed .
as hereinafter _set. forth,- it 'is °agreed as'follows.
The State as its.contribution to .the improvement-.of,said street project
will prepare or provide for the plans- and specifications-., advertise for bids,- and.
let the construction contract- or otherwise provide for the construction, and will
supervise the construction, reconstruction or betterment work as required by said
plans,'and will pay the cost of -those items 'indic'ated,-on-the plans as to be paid.
for by the State.
As long as the city street is.a designated highway, the State will maintain
said. street project except those portions as may be made-theCity's: obligation as
mutually ,agreed to by the parties hereto:
The State will maintain: said stre'et.project or,such portions.thereof or
-extensions' thereto as may be indicated on`said plans for State maintenance, and
such other portions as.may be mutually agreed to by the parties Hereto.
The City; in -.consideration of the mutual covenants herein contained, does
hereby agree 'to 'and does hereby `authorize the State to improve or assist -in the
improvement--of.said street project.at-the location, to the grades.and-in the
manner shown on.the plans which plan when .approved by both:parties hereto will,
be attached hereto, marked "Exhibit A" and become'a part hereof ii�all'respects.
The City `will_ protide. for said -street, project a .right -of =way free` of all
obstructions`. and. of a width sufficient to�.,properly provide for e thimprovements
shown -on the plans, without cost'to the State and: will not, in the future, permit
encroachments on said,right=of=way.
The_City.will provide.at its own expen.se.for.the, installation,. raising.,
lowering,: removal or other necessary adjustment'of any and all utilities or
services., whether publicly or. privately'owned., as: -'may be necessary to permit
proper ' improvement, -maintenance -and use- of said street project, and., failure of,
the City to.promptly.carry-out this provision upon the written,.request of -the
engineer shall, if
such delay results in additional expense to the, State, -.be the
direct. charge and obligation of the -City:
The . City agrees , to pay to the' State promptly thecost cost of making repairs to
the subgrade or.surfacing:made necessary by reason of the installation, repair;',
removal; or adjustment. or -any sucli publicly or`.privately owned utilities or.
services,' .which may occur after, the completion. of the „street project,.
The City agrees that it will refrain from passing an ordinance fixing a
-speed limit on the above mentioned street project .of under twenty_ (20) miles per:
hour'. nor will it allow the erection of .signs, -semaphores and/or signals" that will
give_ preference to local routes -which -intersect with the said street proje.ct,.nor
that will slow up, hinder or delay traffic on. said above mentioned street project.
The City will at its own expense maintain all streets -lights, traffic lights
and signal devices on-said.project; and sweep, flush and otherwise keep said-
street'project in a.clean.and sanitary condition.
2 M-9-45-937
D-8
0
The City agrees to execute all work'• either construction or maintenance, at
its own cost and expense, shown on the plans,. which is or may be indicated on such
plans as•the responsibility of the City.
The City agrees to indemnify the State against any and all 'damages and claims
for damage to adjoining, abutting or other property for which the State is or may
be liable arising out of, incident to or in any way connected with the installa-
tion, the construction, the existence, the use and/or maintenance of such street
project and does hereby agree to indemnify the State against any and all court
costs, attorneys' fees and all expenses in connection with suits for such damage
and shall, if requested to do so in writing, assist or relieve the State from
defending any such suits brought against it.
Nothing herein contained shall be construed to place upon the State any
manner of liability for injury to or death of persons or for damage to or loss of
property arising out of or in any manner connected with the maintenance or use of
the street project and the City will save the State harmless from any damages
arising from said maintenance and/or use of said street project.
It is understood and agreed between the parties hereto that the City by -
virtue of the provisions of its charter and the laws of the State of Texas has
exclusive control of and jurisdiction over all streets and public ways within
the incorporated limits of such city and. that the City has requested and consented
to the construction of the above street project hereinabove named and the State
in the construction of the above street project does so at the special instance.
and request of the City. The location, grades and manner of construction shown
on the plans attached hereto and marked "Exhibit A" are made a part hereof. In
case of conflict between this agreement and said plans, the plans shall govern.
Nothing in this agreement shall be construed to place any liability on the
City for personal injury arising out of the construction of such street project.
It is understood and agreed between the parties hereto that all obligation
of the State, created herein, to maintain the herein above described street proj-
ect shall end and terminate if and when the State shall abandon, cancel or -re-
locate such designation.
It is further understood and agreed between the parties hereto that the
improvement and/or maintenance of the above project by the State is for the sole
purpose of providing the travelling public a more adequate travel facility and
shall never be the basis of any claim for State assumption, or participation in
the payment, of any of the obligations of the City incurred in the improvement,
past or present, of any street project.
3 M-9-45-937
D-8
Iff WITNESS WHEREOF, the parties have hereunto affixed their signatures,
the City of on the
day of , 19 , and the Highway
Department on the day of , 19—.
ATTEST: C ITY OF.
M
(Title of Signing Official)
APPROVED: THE STATE OF TEKAS
Chairman, State Highway Commission
Member, State Highway Commission
Member,'State Highway Commission
BY
State Highway Engineer
District Engineer .
Note: Any official signing for and on behalf of a
mmmicipality should attach an original or authenticated
copy of order, resolution, ordinance, or charter provision,
or a citation to statute, under the authority of which this
agreement is, -executed. Each agreement should be executed
in duplicate.
M-9-45-937
D-8
4
Bares, as.,s�, /Yeiii icy S, yam.. , e/e.'
a -s-
<
W
DELIVERY POINTS
>>
FZ< rwaw.•.rr..�
Z
- <cr�.vOa<r[o <uc✓sr ,rf<s
..o.•-Q—g-
LOCATION R.R. DISTANCE CAPACITY
-
STATE OF TEXAS
INDEX
of SHEETS
[BEAUNONT T8N0. I.S YIlE5 APPLE
SHEET Na
DESCRIPTION
STATE HIGHWAY DEPARTMENT
/
TITLE SHEET
il'o E� i�vrcf
DETOUR LAYOUT
N 21. C—a Eu QO o/Pd .8I1•-7.fJ1J•
9
TYPICAL
IUL CROSS SECTIONS
ESTIMATE AND QUANTITY
PLANS OF PROPOSED
6-4
PLAN PROFILE
10 CH -7
Inlet 12'13 -hslga'&STATE HIGHWAY IMPROVEMENT
m
w�
e ere• ��
14 cs /8-s6 -//0
7 - 9
BRIDGE LAYOUTS
s Pi/eGenfs Hb Sp
16'17 Widmi�<20'Ssn
STATE PROJECTS C-28-7-13,81 C-368-4-45"
-�-/
Ro d L'19's O./vr.
y
/O -p3
STRUCTURAL DETAILS AND STANDARDS
18 20=O'SFib $An 30'Sk—
-
SCALES: n< 1,v
Bf/o/�c9/ '••
19 Mt—i— Bnts
20 Bent Spp—1,
u
21 %iB%f/g Ddtd/f5
. ,1,,ti, _ „rt .
Kvn„v
am�
<®v
N[i LENGi110l PItDI[CT- /459.0 —O.SAYI.
_� oO..Oaln9
/2.v/9O'
.96G -i a
z3 ew �
U.S.HIGHWAY NO.90 81 STATE HIGHWAY NO. 124
r''ro/ �zon•o.ci/
(i
JEFFERSON COUNTY.
STRUCTURES & APPROACHES
Bares, as.,s�, /Yeiii icy S, yam.. , e/e.'
a -s-
<
W
DELIVERY POINTS
>>
FZ< rwaw.•.rr..�
Z
- <cr�.vOa<r[o <uc✓sr ,rf<s
..o.•-Q—g-
LOCATION R.R. DISTANCE CAPACITY
-
BR OORS 8SF 2 MILES IT
[BEAUNONT T8N0. I.S YIlE5 APPLE
AMELIA MaK91275 MILES AMPLE
BEAUMONT T9N.0 3.SMLIS II
il'o E� i�vrcf
N 21. C—a Eu QO o/Pd .8I1•-7.fJ1J•
O
Z
Ot
a�
O
j
m
w�
e ere• ��
Bares, as.,s�, /Yeiii icy S, yam.. , e/e.'
a -s-
<
W
-
1
>>
FZ< rwaw.•.rr..�
Z
- <cr�.vOa<r[o <uc✓sr ,rf<s
..o.•-Q—g-
.W
USO
-
LAYOUT SCALE: 1 IN -11,760 FT
0
i
_ _L 2La:aperox.
_ 400'App^ox
0efovrs to eeGENERAL NOTES
°^gyp opened b frelf'c
Defore ufo.vge ofmafer:ai w quipmmf
i sm
dl bine f the /twy. V.S s0 pevavnent or
shoulders.
P/ace C4^Std Rc pipe ithof aroofindeM provide
tampon ry dr ee as ind'°e.,fed, acmes toursi
p� e ro be roedjusfed and ,rale is end reme:ndr
wf Nr°ro n vu ofeef on be
f vita omp/eted
i/i be n� covarina// roure. On d aria wont
B epenahons, and that at
Yne, if price b.o' pe linea/ 1Bof of 24•Sfandard
Renforeed Gbnerele Pipe.
Brio'�e" minp/ete wilh'roi/i� nd approach slabs,
M be p/e and opened fo traffic prior fo
c/asin and remote/ of detours. Approach ewrbs
and .ffer lb be
constructed after :evlx°ve/ of Oefows.
Defovra r the acbepeld lbr a !f, whieh pr,ce 6he//
truction, s.in lananc., endr.,nove/
upm cane/vi/on ,h the Bide.. oe four wJn ee maintained
eat e// fm.s by the eon frecfer i ardente
uponf 71 iii the ade lour f/ rn is eea
De ea/v ��M d dropoaed of as/a d�e. /
ecfedby Me
of 89 miles, by the Con fra eto�ar/ no's fe net
cost to the Sfafa. dd:f/ona/
The Timber Pbst Guard Fence i// be fLrnished
erected, removed and ser/verged by the Slate H,4hntay
Deprrfinent Mainfenaoca Force et no mst to the ConFnactor
25
20
/6
u N o
Y i O
:, o Guerd Post � .M
O i'' S I a. \�\a g� Sidra Boord
I I 9 2
I D';5•j5of � 1 � kD0 • li I oo�� ' ra .r; `/s. .
0
D { O
° ° sp0 gip,
•
f--- --i ___ .• ,. r, --- R.O. NC Us. so
4'R,c Pq P4•RC. Ppe - '1-- ° - - - --F-QOO'APP.rox._— _
° 200 A __-.
__ I ._. PProx.___"i
O_ ppt �Ii Son B-/
I Chenne/ Sign SD One/o-VR affc
/E9 I I I 'Keno fo -VR hf'
Barricade "B' lso f—_/s/- ss'W _112 _ - �s To" HousYen__ ___
is{f/c Sign B-6 �'0: ?6=0"+ 90'-O' I 90' O' I 25=0' 20:0^ �rrirado G�� -
.� —T._ ... __.. SBn B-6 --
SAP� b - I i �vproxh
I I S/eb !_
_- I ---- 4.47=1q6' Barricade 'D"
"RG.� T•s00•F! R.QW_U.&90_"_�
_
Par%S CourFs •900A00 ° v O /2=0' _
_ -_ _ __ 4e0' _Veria6/e
Sho.
Base Proservah' vl Guard Po.,,Spaced 12 G'
A: i.': ::e _•i.:(; ti.:i: j� 4:/
N 6J' Guerd post '� ';'
" /2'Sand Sne//
p O L TYPICAL SECTION
vRA
rE OF APPL/CAT/ON
DETOUR' ROADS Aspha/t 0256a/s pen S.Y
C
-
Sce/er Hor- 1-4' Aggregate /GY. par BOSY
b
Ver} /'• 4•
- . TEXAS HIGHWAY DEPARTMOT
DETOUR LAYOUT
CALDWOOD CUT OFF
U.S. HIGHWAY 90
P/an Sce% /"•20' ,
_ __.-_-a �_. �____ _..•r. „moo a.�,ar-r, nares.
20
60
DETOUR PROFILE LT. d RT.
Sce/e: Hort P. 20'
Vert. /'• /O'
def�fe+eon 28 7 /3 S9 /
�� ..._.l"_"wai �`` / /mac "✓�«�/"°'---�_���
P opessd(lrit n/ /yJ/e/ moa /
U9 NwPy YO a/ H/.Yd .sd/ Bayau
EsnaArED SUI/I/ARY
SUMMARY OF LARGE ORA/NAGE STRUCTURES
-m
i en
uct h-1
N
1
S/e/xn/oSb/
Lem/b
GHs yn
x/oss. 1! 10
A Conc�a10
Li�ciip/ion y ur/.
or
-- All
N
fee/
ficav- isdmra /B�ts
��t
wsw�',w'wlwwwlwlrr�:�
Cu Yv. Cu.YaL Cat Yd Cu.Yd_
Lb.
LF LF.
�'•'r-� �r9�'��'���0'�'��Iw�IwI�GJl�li.�7
SUMMARY OF LARGE ORA/NAGE STRUCTURES
-m
i en
uct h-1
N
1
S/e/xn/oSb/
Lem/b
GHs yn
x/oss. 1! 10
A Conc�a10
Li�ciip/ion y ur/.
or
-- All
N
fee/
ficav- isdmra /B�ts
Cu Yv. Cu.YaL Cat Yd Cu.Yd_
Lb.
LF LF.
Neeewaarq icacnw/, n� 6;�,g / sro�=Fvsi,� ®reaiarina
ctrr.,.r. s+c•�••,r n 5.:.(t,, mala a+.I }lav isinwW,
hrLu{3! aracR.-P'�"OS afeserra� L�-9 !S'p 11 O snd
GrcurelldarK lh•.in if f!.'/,fhnrdr � ®Raga
Stats Hvh—y /24, aw smrp.p" far air j.
6.10, arWr b cros:otsd .s.�rwlrry 1n llx
r 'av hi;w ifwrnw anf fhas cwrr/ mci` LYf eve cis
L1:i m..h of fhc porn> f rri enrol:
;n— II -
;n—FOX, O ®/A-9®
Fu+a ml !?dJJ.P �-S��i£si�.•-zs�Sd n/ //� f
Z�a9 c y of c.�,Lkon.e'o f !ryF•*-�yy
� cmb �.9'mien !fh� S/'� �a/pzer c7K
EST/MATE 8 QUANT/TY SHEET
W..
11
4
o
\
a.:
m I:
�. iii
b IIl
,p51
i h
L
--
`�`
IiI
_ n
I
,
it
Z
�
I,I
y
:I
.......
w
,
f?
� `%.
.I
I
I
.i.
li
�I
II•
LILL
lot-
�1
Ah
G C
I�
ill
�
B
1w01.•I \� \\ u��
/�� � /
I�'� IIII
,I!'
, I�=,___
l L' I
;
.-_.
_
.,
o
x.
I -
� \`\`pp `� ��^'?�1,� b
ill III
�
,
.,.
r-`I'I'•
I I=I
.711
i!�
I,I:I
G
\\
+
\\R"',
III' I'I
iiil�iil
Ili
a�
lili
I!
--�
vl
J11
/Y .bY
4,
Nh
Intl
__
I
ffi�I
a
4I
i•
P i.
'�` ,
�.d� Qj©
� v
h•% \
i_
�
w6,
:I,
�
!I f,
Ili iIII
\
�
-
Z 4
Iji:
w•
�
Iill 'Ifi
=�
' I
__
'I' III'
ii
,I,•
'I�
-
'SII II
-- •I
-
I� 'Y
_
h
I I!il IIII
.Ii.
;III I�'
II: IIII
u
low
IIII:!!1
Ing I'I
7-
I'I� •I�
IIII-
IIII
li� I
Illi iii
�'I'
li
�I 'I
'II'
,II
_
\
IIII
III
rl
(VNII 6�R�<+iJ _ ��l I.V IA'
_ _
r
blM pl
-_ _- I
•I
X11
Y
�•
I
•l
�G`uNGr
�i ,�ROW
- �■
,
EWE m
czsrasza
W=�
=mmmm= _______
6I
-Sal
—
fa W4
GGOGGGGG
®E®GMEMOS
ME®
RO M"I MZW-
NA 0 14 M MNow,
....■
L
. �n®..®®.■®®MEMO■®®®®nM®OM®■®M
®®MEE
ME_OMMEMEM®mom®®
M
m®■®®®®®G■GGG�
'GG■■GGG■■GG®®M��E■T�■®®®■®®®■■
On I®M�F�
so OEEEM
�, eGGGGnOG
®G■GGG■GGGGGGG..®MEED■®■r
GG®EO®■G■®®O®■■G■GG
NMI®®®
®G�■:GG:'�'�. �n
NONE
GGGGGGGGG:G■G■GG■GC!0G®
--GG■GG■CM■GCG
IMEEMME�EnOE�GGIN000MGG
:SIG
■�GGGGGGG■GGGGG■■■■�' ■® EOE= -_ ��nnIG■G■®®®®GG■G
■
ee■■�GGG■■c��■■Mn®
/� ����, '��(q lAI �/ l%��� � l�� /l
r- �f--.
_J `�1
^f .. i'
�_ r'-,
' ��.
-___, r-�
`_:, "`
r=^.
No Text
..............W,,... �,
....� . ,ti............
No Text
T Y P E A
H
se -
� Bars C
E
---' •• •-•' r. "r VAI IUN MULI IDLE TYPE A SECTION TYPE A
A
c
B
YL -AN
T Y P E B
--CBersE -Ban;C
I _
al j Be s A
DI '-Bars F
1 I; lD Bars B
iLqSECTION TYPE B
4
B
F
(>G/VGHAL /VOTES
A// cne C/ess A. A// erpaSed corners sha// be rAsm/bred 3 per.
Reinlvngg7fsfee/ sha// be p/eced ry/Jh Me center of f/ae eufs/o6 ,4syvr of bars /�
inches from fFie surface of the concrete. Where minforc/n,; Lars aro sP/iccd a 40
dismefer /ap s/a// be used.
whe, mete/ Dl—ln •G•s� /s far connate Pipe and —y be sho fend /f abs/red'
p'oe /s used
TEXAS STATE HIGHWAY DEPARTMENT
CONCRETE HEADWALLS
FOR
PIPE CULVERTS
18 TO 48 INCHES IN DIAMETERS
CH -7
20 JEFfIBJ 2B 7 /J US Ba
3-
.�1
t
T Y P E A
H
se -
� Bars C
E
---' •• •-•' r. "r VAI IUN MULI IDLE TYPE A SECTION TYPE A
A
c
B
YL -AN
T Y P E B
--CBersE -Ban;C
I _
al j Be s A
DI '-Bars F
1 I; lD Bars B
iLqSECTION TYPE B
4
B
F
(>G/VGHAL /VOTES
A// cne C/ess A. A// erpaSed corners sha// be rAsm/bred 3 per.
Reinlvngg7fsfee/ sha// be p/eced ry/Jh Me center of f/ae eufs/o6 ,4syvr of bars /�
inches from fFie surface of the concrete. Where minforc/n,; Lars aro sP/iccd a 40
dismefer /ap s/a// be used.
whe, mete/ Dl—ln •G•s� /s far connate Pipe and —y be sho fend /f abs/red'
p'oe /s used
TEXAS STATE HIGHWAY DEPARTMENT
CONCRETE HEADWALLS
FOR
PIPE CULVERTS
18 TO 48 INCHES IN DIAMETERS
CH -7
20 JEFfIBJ 2B 7 /J US Ba
Voris N,
Bon
All b—
c
S/Or V/fW
EST/MAT[ OT CIuA/JTITrfS fOR ON[ AARON
Lay of
cls cast
r—,", 5111— 73e- cAG 5, c
' " : A
sno /e r mein '9,1cl, .011i, j[j j ".
"1 1 11 JLJ_J�
CE
A -BAR
Cr O 4S1 Ban. A
NOTE;-
co�clefl for shoulder d Dith
Drad shall be Class '8*'Concrete
R,,b
PLAN
t-- 01 0-11-s f- One MIA',,um Imt, r
,02-77AIL.5 SHOULDER DIMY DRAINS c--, odICY
5""'3a I lb,
01. A�, c 1' Sfrrl-lZLD,
BILL O?'RfINFORCI1vdS7-E&.
FOR ON,E 1AILEr
'R,,inft?g Steel -PoUTx1 Structural exc—li— ;s I
1/1— for information .1/y In. — not i -11d-' hl
EI
A
/VOTE
Con ratd for 1,1et, &
Ap,,,, /,,// be Class .A
C,—ret, (Culverts X Apron..
B.—
B.,-,g
StCrIll-A-A
IxEr DErAiLs
SPECIAL DESION,
A
2-3
Voris N,
Bon
All b—
c
S/Or V/fW
EST/MAT[ OT CIuA/JTITrfS fOR ON[ AARON
Lay of
cls cast
r—,", 5111— 73e- cAG 5, c
' " : A
sno /e r mein '9,1cl, .011i, j[j j ".
"1 1 11 JLJ_J�
CE
A -BAR
Cr O 4S1 Ban. A
NOTE;-
co�clefl for shoulder d Dith
Drad shall be Class '8*'Concrete
R,,b
PLAN
t-- 01 0-11-s f- One MIA',,um Imt, r
,02-77AIL.5 SHOULDER DIMY DRAINS c--, odICY
5""'3a I lb,
01. A�, c 1' Sfrrl-lZLD,
BILL O?'RfINFORCI1vdS7-E&.
FOR ON,E 1AILEr
'R,,inft?g Steel -PoUTx1 Structural exc—li— ;s I
1/1— for information .1/y In. — not i -11d-' hl
EI
A
/VOTE
Con ratd for 1,1et, &
Ap,,,, /,,// be Class .A
C,—ret, (Culverts X Apron..
B.—
B.,-,g
StCrIll-A-A
IxEr DErAiLs
SPECIAL DESION,
Curb 6 Gu{ter S{ab
PLAN -APPROACH SLAB a CURBS
0
-i, i
*Reinforem Slee/
O"C �bs •454 L6 QUANT/T/ES - ONE APPROAC/l SLAES
T('Yo CURBS
Outside curb Ane- �r'•72
F-EEST11MOATED
sAConcrete-on=20_O`aoproach s4ab 296 Cu Yds forci �S�eo%One20'-O"approach s/•ob 35/8b R.2• -Nomura/ /nide top curb line + rete Curb6Gutler fT oCurhsl 4o Lin F{
{B�' /llspha/{ic Conc • I \ _ Nomir�P/ /reside bottom curb line
fine s"0G 6'ctrs 2 9f /'- 9d" Wark,n
/� - — - Trou h /,ne �
•
o, n R-3,+( O(Workin /ney g O"
"moi .ami g hl Edge of Tro gh
9=0" _
SECTION AT 0
0-331 SECTION AT 4
t6 R 2" e• 'a�w Working line
-R-4'-
oo_ Working Iline yyy �• - „' ., l �V'�wl °h _ j_ —0,
On
/
__o..
Z-/0" z Bars x 2=B" 130 O" _ /-0•
SECTION ATI (SLAB) SECTION AT 5 a 6 (Combined)
R,2• Cont Joint edges "
'0 (See P/a� kin line rounded mdFadSea/ 6 2. _ '
n R'Q• Conform to pres } rede conform to exis{i ed with OA-S5As /t- �F
I0I O" Cm
en g Pavemen{ crown � P� ..
I- S/ab
2-/0" 00 /-Off
,
-_ "
3_/O" 3�• Transverse Bars - i'00 9ctrs._
Ravemenl
I I � -- 'h— Main SYee/-e oG 6•clrs) `
o SECTION AT I (CURB) SECTION A -A Ca 4 'o
�p 5 4• S" 6"
yl Top of Bridge Curb
+Spn•-
.2. E 0 (See P/an) T'
--. .. kne
R. B• eN� 0.. Working
Lries 7' O'
/B -o _
SECTION B -B
GENERAL NOTES. -
l/, Paymen{ for shaping subp ode under reinforced
r' t^ approach s/ab she// be
me/uoed in unit price bid for
Class A Concrete (Approach Slabs).
SECTION AT 2 The measurement ofeach approach curb for
4, 9�•
V.
Worki dine payment shall be 20 linear feet. Payment for bridge
I PProach curbs sha/l be mad under the item Yoncrele
_l +4'% X 'R'6• Edge of Trn1 gh 1 Curb ¢' Gu}}er (Bridge Approo'rh)'.'
SECTION AT 3
Nole: Al/ Curb igutter width cimensions
are measured from working line shown.
Al/ eleva{ions at each section aro measurod
from a main working point, (E/ -� � which
/s the bridge gutter elevation pro,ie led
Pare//e/ to pavement edge grade.
TEXAS HIGHWAY DEPARTMENT
BRIDGE APPROACH SLAB a CURBS
56'-0" ROADWAY - 20'-0" APPROACH SLAB
HILLEBRANDT BAYOU
I
Reference Line for
o-,ma�,bns on/y
1 `
-si
Edpoe of T o �h
7T' kph Lino
2''6-2`6'2'-6''3'-6' 3^6'
T
�•ry I
h b A m
-3d'✓ r-2�'
Outs curb /ine
/nsd /op curbh—
.
lns/de bottom curb /ine
1
Edema of
Pavement
O� B
I
N i O Lo Bitudino./ Steel -�^9 @ 6•" cfrs (Hooked a1 BridBa f
• ry' Transverse Ste./ -
S"0 @ 9'ctrs.
3' S Pd vament r
Cl r (Plan not sym
about this 6)
vl _
4 O. -
N, -
A// '0oars
erse b-p'"P spaced
4 ',t -
abt `D-crs. except as shown.
ACME=
L��/ `LonBit�d al bars -Y'0 (Seo curb sections)
I 1 Stop 4srs at a// �omfs or" shown.
�Po all -2''B"Lori-
20'-O"
25-2W" « FM of Brd�e
0
Lnd of Approach SAab
1
i
i i 'ol
/
W-11,10 Lino___ Id
Rafarance Lina for
dmon Jions on/y
! j
/ N
201-0••
� a
t / Reference Lina {r
�� - -dimensions on/y -1k
_ j WorkirEp Lina - �
Reference Lana for
_ dimensions on/y-�,
"t-
-Z7 PLAN —WEST APPROACH SLAB 8 CURBS
fi121' _3
Ed2a of
•'/� "1� -2-R .W_r g fro ph
2 R
Line 6'RI
"
�I °jt�_ L-:-.+-r�� �` h Q� �°' Z �;R "8 .•yl �11 i '/ wl ��
��"`_'_�-.�'•.`-T�-
Sea P/an _«� j• Sea P/_an `O' See p/ r
I," See P/sn See P/an _
SECTION AT 0 SECTION AT I SECTION AT 3
Itb't, f 4`0'R,
Linc 8 Tro Sh
_1II � t'R _f• -R
3-4. Edouof
gh
Warkilp �I
I Line !
— r�
Sc Pi " w LIP ELEVATION
_ -_ cSee P/an
SECTION AT 5
Conform to Const ut. sea/- 6" 2" C.'.to Working
pavement r •+ /Br,,& Gine-
ad with
Or
fI JT"
crown �, AJpha/t. -_ .fR�j,T Rdwy 7bof Br/die Curb /51 Shoulder Ape- _
F__
/acteFd p I Sub Base
_-_20 _O' _ «, c urie�Varies _ Ygries
...5hed S/rou/dor Lure
SECTION B -B —TYP. FLOATING SLAB SECTION A -A
TEXAS HIGHWAY DEPARTMENT
GENERAL NOTES :- APPROACH SLABS a CURBS
Payment for sh p,4 subx"&e under reinforced
pproach s/ab shall be ireluded in unit price bid 30* L. F. SKEW
PLAN - EAST APPROACH SLAB & CURBS For class 'A'ConcreYe (Approach Slobs).
The measurement ofeeach approach curb for HILLEBRANDT BAYOU
payment shall be 20 /;near feet. Payment for
br;F approach curbs shall be made Under the
item "Concrete Curb 0 Gutter (Brid�a Approach)" ^ ^'° ^•_^ •••••-••.,.,. ,,..,....>,.., ." .-...
bl
hl
1 1 1
O b
O
I
ESTMIATED OU4NT171E5 FOR
N
EAfM APPROACII SLAB
Conc
Rc.nf.
Easf S/ab
2/.4_
2549
W sY S/ 6
20.9
_
2499
P
A
O
b}
"t-
-Z7 PLAN —WEST APPROACH SLAB 8 CURBS
fi121' _3
Ed2a of
•'/� "1� -2-R .W_r g fro ph
2 R
Line 6'RI
"
�I °jt�_ L-:-.+-r�� �` h Q� �°' Z �;R "8 .•yl �11 i '/ wl ��
��"`_'_�-.�'•.`-T�-
Sea P/an _«� j• Sea P/_an `O' See p/ r
I," See P/sn See P/an _
SECTION AT 0 SECTION AT I SECTION AT 3
Itb't, f 4`0'R,
Linc 8 Tro Sh
_1II � t'R _f• -R
3-4. Edouof
gh
Warkilp �I
I Line !
— r�
Sc Pi " w LIP ELEVATION
_ -_ cSee P/an
SECTION AT 5
Conform to Const ut. sea/- 6" 2" C.'.to Working
pavement r •+ /Br,,& Gine-
ad with
Or
fI JT"
crown �, AJpha/t. -_ .fR�j,T Rdwy 7bof Br/die Curb /51 Shoulder Ape- _
F__
/acteFd p I Sub Base
_-_20 _O' _ «, c urie�Varies _ Ygries
...5hed S/rou/dor Lure
SECTION B -B —TYP. FLOATING SLAB SECTION A -A
TEXAS HIGHWAY DEPARTMENT
GENERAL NOTES :- APPROACH SLABS a CURBS
Payment for sh p,4 subx"&e under reinforced
pproach s/ab shall be ireluded in unit price bid 30* L. F. SKEW
PLAN - EAST APPROACH SLAB & CURBS For class 'A'ConcreYe (Approach Slobs).
The measurement ofeeach approach curb for HILLEBRANDT BAYOU
payment shall be 20 /;near feet. Payment for
br;F approach curbs shall be made Under the
item "Concrete Curb 0 Gutter (Brid�a Approach)" ^ ^'° ^•_^ •••••-••.,.,. ,,..,....>,.., ." .-...
(313
-?56'' -Sy-1r1 nboul f
Bars 0 Ba" 5,
,5,-c ears E
25'-O' Cu—,
101".
QUARTER PLAN NOTE: Set Anchor b, Its /br ra,/,,j n accordance
-11h Layout and 9,,Ii3 DIil,,
6 Sp.... 6 .
"2-0_2-0_/-9^/:9 - ' "10. - ":O�- 7 Spaces - 2' 7 -- 18�6- 210, 2tol 10911 2B/'-/60••-011 . BARS F 1.
Baro J, 4
, I IbIs Co",&— 4- t — — —
Sac IV. 5p Len /nWv,
e
CL11
.5-
A, A, A, A, ,
Bar J A 1 /20 1 ;AP*- I 27�6� 6;
Bas D
8-, 19, 'A,
7711
r, , - .4,
I
A, 1 /20 1 1- 1 30 "S' 96
BARS A i -591 "y" 31?' -
eq, ?'
QU�
-5Pac OZ- ,50115
O'ZL-0`3��9'-"8- 5�--
3/,,/
6--,30, OL. 30' 0- "O.S. 1 1/8 //Y" 33 /04
//x; 29'-/"
SEC. B -B
SEC. C -C
-1-9-2�7-
5h,7 -E
-16
'05,091 14i 4 0 le,5
30' 7'
21- 6
_,7'
Cr 60 /"o //Y"j 3"'1 5�f
1
Opa, B,,, F _,-3-48
12 Z
BAR,5 8 , L5,.--, --- -
42 W*1 4-1 -16" 7'1 2.5
4
IF
-2 561, H, 2 Sars H,
BART 8,
BARS 3,
?/' 7-
Bars F
2 Bar, "I
6
BARS C
NE
.
1
BARS Bs
37'7;'
Hr 24 I'll 30'-4' 24
.
56 '- /0'
3,;,�5 D
4; 41 4 4 4 H -1 -4 . 4 , -j
4
4 4 4 -4
i
�ll?'/E,?&'-3:.-27'/6tl_la-'-3'/01,11 12 1 a
BARS j
"2-0_2-0_/-9^/:9 - ' "10. - ":O�- 7 Spaces - 2' 7 -- 18�6- 210, 2tol 10911 2B/'-/60••-011 . BARS F 1.
Baro J, 4
, I IbIs Co",&— 4- t — — —
I Bar', C -,Bar, E
Bar, A
811, 13 8",
,w B,,, C 28 Spa- '26VO,
B- B 29 Spa— I//e " 27'9,i'
2618,
SECTION A -A
CROWN DIAGRAM :.4, 1 -
TEXAS HIGHWAY DEPARTMENT
110'-0"CONT SLAB UNIT
(25-30-30-25)
CURB a DRAIN DETAIL 5W-O"ROADWAY 18" CURBS
NOTE: CS 18 —56 —110
entrance 3—
e I" gip bead
zt-/ /o c/o,, oir",
Sac IV. 5p Len /nWv,
e
CL11
.5-
A, A, A, A, ,
Bar J A 1 /20 1 ;AP*- I 27�6� 6;
Bas D
8-, 19, 'A,
7711
r, , - .4,
I
A, 1 /20 1 1- 1 30 "S' 96
BARS A i -591 "y" 31?' -
eq, ?'
QU�
-5Pac OZ- ,50115
O'ZL-0`3��9'-"8- 5�--
3/,,/
6--,30, OL. 30' 0- "O.S. 1 1/8 //Y" 33 /04
//x; 29'-/"
-1-9-2�7-
5,11h--.,'()- -7-
-16
'05,091 14i 4 0 le,5
HALF C SECTION
_,7'
Cr 60 /"o //Y"j 3"'1 5�f
1
Opa, B,,, F _,-3-48
BAR,5 8 , L5,.--, --- -
42 W*1 4-1 -16" 7'1 2.5
-2 561, H, 2 Sars H,
C, F 148 4�§ h.- 3-7
—C, Q
'.
Bars F
2 Bar, "I
6
BARS C
1 -4
.
1
Hr 24 I'll 30'-4' 24
.
4; 41 4 4 4 H -1 -4 . 4 , -j
4
4 4 4 -4
i
�ll?'/E,?&'-3:.-27'/6tl_la-'-3'/01,11 12 1 a
4'
th f, ", t11 H, St.- 61-7' 0�
E7
E-1 H,
/010,
/0�01' L End
I? all,
r"d /0,01
L
Tota/ Lb 704T
BARS H r-ld- on, JO .1-0- /1p
11,0.
30 O
BAR ASSEMBLY "
QUAIV77TIES
I EJ TIA-fA TED - - -
11,71
Fa-
HALF ELEVATION
P-7'
6 -,NERAL NOTES'
Concrete, Cass A F�L, 11
R,. -r ..... � W-/ ens.
of
2 j1z
28,0 =, Rod"'y
4' -0�
5/opo per ft
Sy-
eb�
1
101
-1
'n --d— -th AASHO
as THO 5"";__i
All concrete snall be Class A. 0 --fl, -posed c-
0-3-s reli-3 jo _n ro_,,3 sire/are are /o censers or nos.
I Bar', C -,Bar, E
Bar, A
811, 13 8",
,w B,,, C 28 Spa- '26VO,
B- B 29 Spa— I//e " 27'9,i'
2618,
SECTION A -A
CROWN DIAGRAM :.4, 1 -
TEXAS HIGHWAY DEPARTMENT
110'-0"CONT SLAB UNIT
(25-30-30-25)
CURB a DRAIN DETAIL 5W-O"ROADWAY 18" CURBS
NOTE: CS 18 —56 —110
entrance 3—
e I" gip bead
zt-/ /o c/o,, oir",
ABUTMENT HALF PLAN
Rub to j -'Rd. --c--t
I 2"R
Bars T _ q� -Bars BI r Para//u/ Jo C rrn of Roadway
I.- •{II •SII ^�}{II, II
B rs OfF I3 -l --J r1- � 4rr� ,
Bars E— --
fl II -Bars AI I Ih V `Lava/
�•
76'12'•7'-O' 9 9'i 7®/2-•7'-0` 9'9" 7Cr'/2'•T-O"
T t 130._/}. T
ABUTMENT HALF ELEVATION
Note F r type, size, and length of piliy see bridge /ayouf shcei
Bas Br ElPara//e/ /o Crown o{ Read—y
Bars H __ -.I •{ ,J _I ,J� -I-- n.f
Bars Ar I 9 Leve/
3' /O'/oa9'�9� 7@/2__7 O___�� T�/2"•7'-O"—__9"9-- 7e?/2"=7'-O"
2B-2'
�y
INTERIOR BENT HALF ELEVATION
Rvb to
_ O
BARS F . ' - - _- = r -r—. a I _ ✓
ry ✓ K - L 7; �
Symabt,z BARS G
I Spbco
1 �t 38•_4. -- a' ELEVATION C -C SEC. D -D
N 59'_9
--BARS Ai
Di O
r-" BARS B, BARS D (BARS E
I
BARS ✓ �
I4'I 4'I
� Sym abt E BA a." F N c BARS P BAFR.� R BARS V
11 -BBan Bt /—'-/_o
.,
(3.
aC
}v i •a
--Bars Ai �i-
- N^/' -/}"R ;i
3� y BARS H' Mr
/ir r•- _ ESP%mo. BARS T
BILL OF RE/NFORC/NG STEEL_
551-/OTS-/nc,des one 30 Die—ter LIP.
men
en '-
BARS Al
37' 7`
- /8'-3'
E ATE am T/T/ES
a
Br
Nb.ze
2
2
Seat. L. n ti 1U�iphF
/"" SMwn 62' 423
'P Shary 63'-3" _/90
F
52
P
'a
/ -&
_z 78_
✓
/6
'P
0
3" /0-5-
0
/74
4 _
M
4
P
_P
- 6'-
- //'-3'
27
47
Bars Bz
Bars Ae
othorw/se noted.
A// dmonsions /otinp fo r nfo ting sfee/are lo centers of bars.
C /eu/eted -all �/ Loeds: Abuf. 23.3 Tons/P'/e.
'P
'P
27
y,_
/i_„{
e
24'
FOR USE WITH
110'-0” CONT SLAB UNIT
SEC. B -B
561-0" ROADWAY 18" CURBS
n anion Ban :-
Ae
I2
/"'
- 5B'-4"
3 7
Be
2
C
52
t' "P
/2" 2'-//"
/O/
H
1 54
'P
he- 9'-O"'
325
r
PLAIN SIIEEi
551-/OTS-/nc,des one 30 Die—ter LIP.
BARS Al
37' 7`
- /8'-3'
E ATE am T/T/ES
SEC. A -A /•+ 'mss Splice
1 '
Comretc Cass A Cu. Yds. /39 /0.8
.a,
Rein orcin Stee/ Lbs. /6/4 /235
BARS Ba
GENERAL NOTES:-
ZSym abtti< 9—H
Desi�gqn''H-20-44 Load'ng in accord nce with AA. S H O. SpeciAca{ions
and ThTD. Supp/omcnt zL
I
Bars C
A// concrete ha// be ClassA. Chamfer exposed corners $"execpt as
'9
Bars Bz
Bars Ae
othorw/se noted.
A// dmonsions /otinp fo r nfo ting sfee/are lo centers of bars.
C /eu/eted -all �/ Loeds: Abuf. 23.3 Tons/P'/e.
ge
torior Bent 4/8 7ns/Pi%,
TEXAS HIGHWAY DEPARTMENT
/i_„{
7 PILE BENTS
FOR USE WITH
110'-0” CONT SLAB UNIT
SEC. B -B
561-0" ROADWAY 18" CURBS
PLAIN SIIEEi
W� ong a symnrinca/
about f.
_ 28=0 ^(Onc ha/f 56'Roao:,ay)
2010,
Bars O stee/m7o rxw sob_-� 5 dporh of oris, (cti/,nq
' �� Bars f_ } ' 1/6 ccro) sho// ba remoioo:
----------------
Cru/.nj 51db Slee/ - --
9'x5'/5 Sµ3 oSr"-6•-/O.-� ��}•6e tstrnSH6
%0: Baro C 45— 4
29'- 7^ _
NOTE'S-axnor bolls f
rai .ng m accordvnce with or
Rdinur Details SECTION B -B
NOTE: Omi/ darn aer
neaderban..
29'7'
A Sym abl E
Old Slab
Remforc,n3 5/ec/;n
ongina/ 40 Slab
Portion of Old"Baro B"(L'e)
bent down and welded to
new Bart- B (e'6).
Bars C '
0
HALF PLANI-
I-- -"R — 0-L?'t �
2. �'enlraxa
°��
' o�epmsaron
�
e
-
Oran (5/ce/ Q
4'
P n'de
nen? to
f d p bead around
M
drain f i 5" p
to c/ear lain L.
CURB a DRAIN DETAIL
I
Ad�us7 rn�s
4
dimension to
of
re Porro' v
�
span being
@,
w,danea -
h�
ti
Bas D
,
b
NOTE: Omi/ darn aer
neaderban..
29'7'
A Sym abl E
Old Slab
Remforc,n3 5/ec/;n
ongina/ 40 Slab
Portion of Old"Baro B"(L'e)
bent down and welded to
new Bart- B (e'6).
Bars C '
del.vil shnn7 of prescnl nri,7j•.
Bac, C Bars ABars B- BILL OF RE/NFORC//•JG STEE)-
'o� Bar No 5--, 5 a Len 1M11'ei^h!'
6' 12 Spe c'9"9' -O' X6' /25pae3"•9'O' 6 /. {• / - 123)
2000"' total ,• - 22/7
SECTION A -A EST/MATED QUANT/T/ES
fem Li
(For Inferior Slabs) lnt Oudn J.1.
Conroe! F Eden✓r. StrwJures (Ow End Sloo) Cu Id /9 6
-Bars F Ba s AB' Corn-�cle For Edend S/ enures (Onc Int 5/ab) Cu ✓d /9.9
ReN+f c.nd 51eol Lb 22/7
SECTION A -A ti '� s
(For End 51ab) '
!4 =9' J � , BARS E
BAR5 Fri
Crw:n Sym ebt C_ - - Bars C /
ti
New aspha/l to be �p esenl espnaH sur! ce �' \'
p.( -aced on w-den,ns
a:(ayF/)_-tv BAR5 IeC -
• - Esisf;ng 3^Parabonc B,3rs C (a)fernele bars)6enf up.
crown.
Widening \�
BARS B
CROWN'DIAGRAM
(Show Asphalt Top) GENERAL 1VO7-L75:-
De 3.1-'-20 Loadny', AAS t1O1194c)S cc,r—ions and
THD Supdc—nl No. L
Cost of rem or; 4 all o/d co—ele curb and alkq� s1t7;
be me/udod n the and price b,d per for -C'oxrele
IParamenl Notch far Er7en,iin3 Structure."
{lo be wad al end q// eencrato shall be Class A C1:,amfcr a// e posed
l f and spsn only : corncis " —pl as o/h-- Holed
20'-O" 20=0' _ All dmens,"m rol la y fo be
J'Radu--,-�^P emo/ded to centers of bais
1'de lh oared f' J! Materiel 9 "� Longdudra3/ sIab bars sits// not be sabred
vLa-i0•feU noxh•55°B'
I- � -"(Bars G B each) i yer
r;ma/edyeorea '
F/XEO JOINT EXPANSION ,/O/NT ABUTMENT
Nola: OV bearing sea/ w;1h TEXAS HIGHWAY DEPARTMENT
60gade oil Coat even/y WIDENING 201 SLAB SPAN
, dh powdered �raphile.
Pose felt ltdht/y.
JOINT DETAIL FROM 40'-O'ROADWAY TO 56'-O"ROADW
HILLEBRANDT BAYOU
shoat /of 2
.m /2
HALF PLANI-
I-- -"R — 0-L?'t �
2. �'enlraxa
°��
' o�epmsaron
g.
Nate: 4',6' r.—od
-
drain
to g;re a d' entraxe
4'
P n'de
'
f d p bead around
M
drain. Bend re;nf. steel
to c/ear lain L.
CURB a DRAIN DETAIL
del.vil shnn7 of prescnl nri,7j•.
Bac, C Bars ABars B- BILL OF RE/NFORC//•JG STEE)-
'o� Bar No 5--, 5 a Len 1M11'ei^h!'
6' 12 Spe c'9"9' -O' X6' /25pae3"•9'O' 6 /. {• / - 123)
2000"' total ,• - 22/7
SECTION A -A EST/MATED QUANT/T/ES
fem Li
(For Inferior Slabs) lnt Oudn J.1.
Conroe! F Eden✓r. StrwJures (Ow End Sloo) Cu Id /9 6
-Bars F Ba s AB' Corn-�cle For Edend S/ enures (Onc Int 5/ab) Cu ✓d /9.9
ReN+f c.nd 51eol Lb 22/7
SECTION A -A ti '� s
(For End 51ab) '
!4 =9' J � , BARS E
BAR5 Fri
Crw:n Sym ebt C_ - - Bars C /
ti
New aspha/l to be �p esenl espnaH sur! ce �' \'
p.( -aced on w-den,ns
a:(ayF/)_-tv BAR5 IeC -
• - Esisf;ng 3^Parabonc B,3rs C (a)fernele bars)6enf up.
crown.
Widening \�
BARS B
CROWN'DIAGRAM
(Show Asphalt Top) GENERAL 1VO7-L75:-
De 3.1-'-20 Loadny', AAS t1O1194c)S cc,r—ions and
THD Supdc—nl No. L
Cost of rem or; 4 all o/d co—ele curb and alkq� s1t7;
be me/udod n the and price b,d per for -C'oxrele
IParamenl Notch far Er7en,iin3 Structure."
{lo be wad al end q// eencrato shall be Class A C1:,amfcr a// e posed
l f and spsn only : corncis " —pl as o/h-- Holed
20'-O" 20=0' _ All dmens,"m rol la y fo be
J'Radu--,-�^P emo/ded to centers of bais
1'de lh oared f' J! Materiel 9 "� Longdudra3/ sIab bars sits// not be sabred
vLa-i0•feU noxh•55°B'
I- � -"(Bars G B each) i yer
r;ma/edyeorea '
F/XEO JOINT EXPANSION ,/O/NT ABUTMENT
Nola: OV bearing sea/ w;1h TEXAS HIGHWAY DEPARTMENT
60gade oil Coat even/y WIDENING 201 SLAB SPAN
, dh powdered �raphile.
Pose felt ltdht/y.
JOINT DETAIL FROM 40'-O'ROADWAY TO 56'-O"ROADW
HILLEBRANDT BAYOU
shoat /of 2
Shad-dporl,on of SN6
(Abel. shall 6v' vo/
crown. T --T
Ers/wg S/eb t '-
Er,sti
_------------
9' (+pOr) 9
Bars N to -,bh f
{ev/.
�Pling--
END ELEVATION
(Shaw, 8 d nine on one end)
Abulmen£ 6en1
Nolo: W,'dninW of both
,n/erior bents end abutment is sy(Bars
bents and i gs mmefrica/
obou/ 6. of roadway. p
P/mS1Q Bar.
------------_ Bors
BorNr--'I
I
I
New Slob
f Curb
HALF PLAN
Abutment B-1
Wold Bars h e Bars L
/o exahng q/-/
3'Para6d c --n.
-------------
Enshng Slab - I
-_-_ _i_rc
fr,rfi g Ben/ --
Cl
L I - ex,sl, 8 pVng
G =J'
A
rub b" • ad s
o 7, T. .1
C vucr�
to rw -
grede.
r -Bars MKs �
Bars P
Eirhng Pi/irk /W.r
Ph' v
d
I /}
2 ° 9
b /2 In P
WING REINFORCING DETAIL
5
to +r M /''-Y Berm? /'- -
q
3.O'6,r h43.0.
BARS M /Ms BARS Mr /M+
BARS H /
/2I� ti c ti
Rad
oBars S
/tem
orxre to For E fendin Structures
"Bars 9r
q
;q ^�
-B+rs T
Bars v
— Bars K
t 1
EN, "
all M
-Brr Mz
-.Bev N/
Bas K'
nal :haws SECTION A -A
EST/MATED QUANT/T/ES
FGR W/ l O MENT T
/tem Unit Qusnlil
Co,—rot For Ex fendn Slnrcfwes Cu. Yd. 4.
Rvin� m Slee/ Lbs. 728
EST/MATED QUANT/7/ES
FOR W/DEN/NG ONE /NTER/OR BENT
/tem
orxre to For E fendin Structures
Unit
Cu Yd
O_u+nhly_
2.3
Reinforc,nk Sf+e/
Lb.
352
9-/'_ 62
B/LL OF REINFORCING STEEL
WIDENING OF ONE ABUTMENT
r No.
S,re 5 Len 7h Vk' h
9-/'_ 62
3, G" 7
Nr 2
s/e' 0 -"/4 O /O
4
/ 516-1 77
7Z
Te 6
JV
r tv" O' -P" 4l
Ms 2
/ BHP 6!
Tofal 728
BILL OF RE/NFORC/NG STEEL
WIDEN/NG OF ONE IN TER/OR
EN T
ar No.
G
Size S e.W-Z-"-9
NK
/2
'Yr' 4L
4
-Ye0 -
To ta/
352
7 6"
0 GENERAL NOTES:
b T / 9' Oltod i4l-1 ad hB. A.A.SND(/9a4J Spec,fieetions
y_h tom-B•8^R+dius BARSL BARS N-/9 end Slate Highway Department Supp/eNo, /.
rs�P, Cost of removing a// o/d m.crete hlll
sh+// oe inc/udad
/n /he unit pr,ce bid per cu yd for" Concry to For
C H Ex tend hg Structures:'
R�d BARS P, N FNr A/l concrete sha// be C/ass Y7':
B+rs p a, g \ A// d'mensions re%ting to reinforc/ng steel
Ssha// be to centers of bars.
BARS S, Chamfer a// exposed Corners '14'—PJ`" voter/.
Q 1 I Aver 8e ce/cv/ated pi/e loads:
5'9' �, IM1 ti °� Interior Bents - 29.6 Tons per pi/e.
aaC Abu,`—t Bts - -Ve under each wing Yo be d %.-/,
/-!'Rad r/ to ena m/ -- 6e rli a CaPOC/ /y of /O tons per
overage/oed on cther abut—,' pi/es .29.4 tm P -pill-
BARS Sr BARS T BARS W
5hoded portion of s/nb and
bent shall be removed.
t-@@24'•6ea. 7' -8a-r a4a,-/s)4,.
g�eL" Wdowe/s to bap/aced TEXAS HIGHWAY DEPARTMENT
-Bars K _ ` d filed ends of
Barr WIDENING 201-d1 SLAB SPAN
7EI f:1� FROM 40'-0" ROADWAY TO 56'-0" ROADWAY
B `ears h BersL H-20 LOADING
cll3 \ wp;h 8 HILLEBRANDT BAYOU
6' B'
Sheet 2 of 2
HALF END ELEVATION SECTION B -B
1,1—i- Ben/r
T; (.J
o /7'7'
+
F 123' 4a/4'6 :.' /•6�4�6'g�'�l
qi Bars
A'
As / 7._ 3. j E+is fin8 Unit
BARS A
MI 1 Bars✓a� Bcl'.F q
i- -- - s
Ay_,
X90 d,'a./ep I- q � 456"Farmed Drain of
BP g:
- _,.
46'..g-
BARS
6'.. % i �-�--cordesnon �� side of
I' BARS B IBars Ba / Reinforcing etas/ same es
C' �(bof fom) /�" in snd span except as
24-7- I1 23=0' / / ho wn errd noted.
Ca k 24'-7• - ...--- � ��
C, _ 30 d'u. tap 47 -7'I' -"it S /ice / foar Cp Cons}ruction
C. 46'-9' P / '. ' ✓oinf --/
BARS C / `'Bers E r/-
$'Premo/dad
I• /'•9•� /'-9•I /:y. Expansion 7l0
f T -� ✓oin t. Fi// top ,
p• /'with hct / h
BARS E . aspha/G" r _Consf.- ✓t.
1-
Bans G
A' 65
Ba s v
Lien; F ,' B.'v ✓'�
Cbo}}om) z
BersF //•,BN�4a/�2 J=
BersE
BARS F
z=/a3•
20 4
--
-- 40 L4' - --
PLAN
Bare C I,Z•'_
E-s's{in�p Un'{�t_I
pp�p• 2O, 0,
-6 Spa._e_ 2}�1'•/9�8' _ _ ____2_ B.$as a BSE••_/9'B•_ _ _ __ _
Bara
BARS G
Ci
1-
Bans G
A' 65
Ba s v
Lien; F ,' B.'v ✓'�
Cbo}}om) z
BersF //•,BN�4a/�2 J=
'
I I
!3'4P/'2f-�/:J^4m/'2f- /:9�4m/-2�=�F•'3�4o/�2f :I �94s/-2/i:
..2. a/'S /•
Z'Y 4s6'IS• 6r_4=6,r• /'6^4=6,a'�6�4'-6,i=
20 4
--
-- 40 L4' - --
PLAN
Bare C I,Z•'_
E-s's{in�p Un'{�t_I
pp�p• 2O, 0,
-6 Spa._e_ 2}�1'•/9�8' _ _ ____2_ B.$as a BSE••_/9'B•_ _ _ __ _
Bara
Ci
.. -
I /cycr 30d,rs'4
Bars He40'cc_
O I%6 ��d1Sb1v-y 5•-O•
L414 11,V
Fix. Fa FG I
Note: Oil besrinB seat
26 Spa_ra 9'•/9'-6' _3�' 28 Spee 9". /9'-6•
-- - -
w;fh 60 ¢rd o;/. Coe}
even/y with powdered
SECTION
graph'te. Press sh,
down fight/y.
99'A"
4=64�['6;•4=6r�' 417
�V^49/=2,(+_I_{➢_4ri/'2(•-. �.`:..4i1=.
I„Bar.=✓, I I. 1
BarsD
STEEL
•-- Bars C/ r',t
� Roadway l i p l
Wi
23'-14' J
B/LL OF REINFORCING STEEL
-END UNIT-
9e`6.V2rel Spa,Lend� fh Weight
A' X671/'♦ 7 "2/' //• 99P/
B, •27 '/_I 9^ 152•-8' 1483_
"' . P9l'1—v—� 294
23<71'
20'01 _ 3'- 7;'_
_ 2 F
b—d - Sym ab{ E Rd y
t'
- Con,{ ✓f _ /1'
B©s F, Bare ✓
O'w1 ti'1
Bare O N 2' 6'! c c _ Bvre C--. .
1
Bars G� ti
Bars A! Bars E 33 Spa, c> 71'= _ HALF SECTION A -A
1 ; Top .f Curb
Abu{mrn{ c, rteng„�//
PART PLAN
` � Pavin�p B vcket
N PART ElfVAT/ON
z' 3 41 DETAIL AT ABUTMENT
-� 2•s, a{
R ro' to li"R\ F e of re•/ink
/=0 -Rodd �' ! GENERAL NOTES,
- r --t- r _ - - -;^-i Oesian: F/-20 / ding accordin8 to
2%7 s• 2'71"� tiI A.A.&R O. Specift—fions and TR D.
-1 su en} "/.
q — PP/am
! No te:456'Forrrx fore h. T owe/ mtranco All carxrefe shat/be c/ ss A. Chamfer
/olivea'enfrance depress;. . exposed corners 4"
epf s ' fed.
Provide drip bead around of,;_
Curbs shot/ be rounded h /p'redus.
Gend reinforc'n$ steel to c/ear Dimensions re/sting to reinforcing
d a%n /' steel are to Centers of burs.
CURB AND DRAIN DETAIL
Z3/LL OF REINFORCING STEEL
N.. pa
1-
1fE'aht
A' 65
r
2/'
3804_
Ael2/ 10
,3,124f, 9'
/04
/3/B
/97
F 99-/0'
295
O I%6 ��d1Sb1v-y 5•-O•
L414 11,V
59 _
TOTAL
6409
30 dame ter /eo
EST/MATED TOTAL QUANT/T/ES
_ Item U—f I_nR Span ErdSarn
C/. ss A Concrete ! C Yd 38.9 99. 6
Reinforc'ne Steel Lb. 6409 6502
R.,I" l edesfr'an LinfLi 477 40.0
TEXAS HIGHWAY DEPARTMENT
20'-0" SLAB SPAN
40'-0'ROADWAY 2-2'-6°SIDEWALKS
LENGTHENING HILLEBRANDT BAYOU BRIDGE
3 d+ SKEW
i
L.--- _ z4' -Ba- -
1 5^7jF- - /2' -BA 6 4� �ycB.,r 24-64"
Abutmont. ___ __.___..,_-_B•.4�`¢Bent
1T3
Relii{�ve o/d pa in qyo kat and bind 4!/d � r-- —�_ _ _ � 7`S'
�•---�. r r . v 8 T T7 1 1 7'.S. 7.-5,.
rt �s cc 8 sfee/ nT�o_r�aw cep for do.+e
by }}} ��tt I -
-..• \ - .__- '.:' '•:=i"role �I �'•1., !��- IAf - 2 _1 ¢Road rs Cz�.
-O _L-� _ _ `may-�
2 'I B1ars ry, O� 1-1 O 1__1 6Bmtl H'/ice I'"'rotaYion h -�I
J , it Rd�y�• N; .Barr As
Remove existir� 2`5 /e/;I, T-5" TS" ti - 7'-5• 1 3;I r�-
w///s flush HALF PLAN I 1- Bars Bi HALF PLAN -I-�-
P Sym. abt. E by rof hon 3'. _
SECTION A -A - ears ao
Bars C B�j• /2 Spa_02`O"•24'-- except s/opo of cep, Sym.abi.¢ by rotatccn except - - -
+ Bars c _ pa.e2`O'•24'-0• s/a a of ca `.• SECTION B -B
L_-- r - QI' Bars Aca Nore+Cast of rsmow o/d Bars 4��'71 •_ f� /2 S R p
—r.. -- A concroty sha// be cncl,&cd
'p in the unit price bid for - �� '� s Az /Bars Ce Bars Bz B
Nate' permi—b/e const ✓t
_�.f_ �_L r-�I 1 L� 1 _'� SYructure�.' I I at /'-O" either side of
Bars Bc' A ._ J__ Gx+atant S/ n. -1 - pile on @roadway
6N/' -O'•6' -O' %5' 6®/'O'•6' -O" /` 6®/' -O'•6' -O" Bi' E/e vorion conforms 70 — for a// ban ts.
- -- =E_ , - - --- _-------- Cap ofo/d abutment Burs B. �!O /'S 6�/`O'•B'-O' •S 6m/' -O'•6' -O' /` '-0'• 6`0' 'B'
HALF ELEVATION } _
BENT N0. 8A HALF ELEVATION �@)
BENT
6'-/� •- _. - - - __ _ -49'-0 - _ _ . _—. _ _—_
/2`8% 5`S
7,_5" 7•_S•_ _ T_S� � 7..g.. ___ __-- i-1 2._0.
1, LTJ
PLAN
'y
BARS E
BARS 6 O
ABUTMENT NO. 10
I
Bars E
yT .Bars Cz
Bars Bz M�
SECTION C -C
-�•,��—L
GENERAL NOTES
Hz Bars 0
DesBned for use with 20'-0" simple slab
VRC/NG STEEL Id R70 n� in aocordancew with A A.5 NO./ks
'T NO. /0 "
/944 Specifications and THD Supplement No. /
/ th Wei ht
A/lconcrote sha// be Class A. Chamfer
53'-5" 726
exposed corners 4. -
6'-/" 187
-Z7
Dimensions reFating to reinforcirg stoe/
6" 42
/56
are to cantos of bars.
Averap ca/cu/orad pi/e loads:
Bent Na 8A •/3.9 ipi/e
47'-0" 196
"-4' 2
Ben, No.9 •/8.3 %pile
3'-/0' S
Abutment Na/O /4.1
4=4" 3
6v0" /0
TEXAS HIGHWAY DEPARTMENT
4
INTERIOR & ABUTMENT BENTS
4._5„ 3
7'-6" 5
30" SKEW
7`7•' a
6'- 7" 4
LENGTHENING HILLEBRANDT BAYOU
T.;/,"I BRIDGE
/naue'ss — eco. /,,o.
24'x28'
�1
7-T_^ 7, 6' 1716• 7,/.. 7•_6' 7'4,•'
10 v7 O U Q � O
Ben{ No.3
Sca/e/"•G'
BOttom o! � ped clk,,nne/ i
49'-/
24'x 2B'
T6' T6"
716.•
[17� T-6'
Ben{ No.6
Bottom !
�o oioposed chenne%_
L_
'- -'
49L/'
� i � i Rnmole, rry ri.•:n
i i i i n portion ofpihn4 �� �1'\I
24"x28'
II
'9
1716' T5}'
7=5}' 716'
I
N
!
F h
YL I I i i I I
BentNo.7
Sca/e: /'-G'
Bot{am of propos od cisme/-..
Nc/e • Contractor sha// be roquirod {o shorn spans
adjacant to ban{ Na 7 un{i/ construe{ion of
Footing c p/eled.
11 o
'- -'
ji I I I i i I i I
I I 1 i I I
� i � i Rnmole, rry ri.•:n
i i i i n portion ofpihn4 �� �1'\I
---
II
1 1 1 I' i I I 11
I 1 I i I I I I I i
1 j
I I 1 I r^-'
IChanne/
I I iii
I
YL I I i i I I
I
ELEVATION
1
I I
tl
2=0-'_ _ -__ _ Paries
2ep•
` - SECTION B -B
Bars B
- Bans A
1 NI_
7i-3epua/spa /=3'3aqua/spa F3'3equa/ spa /'3'F['4'- Bars B
Shown Dimensions SECTION A -A Sho nj
R nforcing
BILL OF RE/NFORC/NG STEEL
DETAIL OF FOOTINGS
,� Sp, ENT N0..4 ENTNO. ENTN .
BENTS N0. 3, 6,8 7
L ih Wei ht Len th Wei ht Len {h We/ h{
A
4 a' /e' 50•-/'1 4/3 149'10-1 4/6
B 56 k'o Shown 3'-6^ 131 "1,,
545 1 947
'Length includes one 30 die tap.
y --�
EST/MATED TOTAL QUANT/TIES
item Unit I Bent No.3 Ben{ No 6 1 llentlo. 7
T
F"h i oli
-_`--- � _ _��__'
Footin'� '
c^fir
t
ass oncre e u / / .3
Reinforcln Sao/ Lb. 4 550 547
Ux/ Sir. Exee✓ Cu. Yd. 20 ZO 20
zimils of arca tib,
for payment v
ENO ELEVATION SIDE ELEVAT/CN
EXCAVATION DIAGRAM
TEXAS HIGHWAY DEPARTMENT
DETAIL FOR PROVIDING
GENERAL NOTES:-
A// be e/- A. Osn.nsions
ADDITIONAL SUPPORT FOR
re/etmu4 to roinforcng sten/ er. o!
{o centers
Coal of rrmovi 3 oN caxrotc from pg
EXISTING BENTS
sha//be inc/udedi unit pricy bid for CL A Concrete
(Bent Supports).
HILLE BRANDY BAYOU
L.m.rorM x•revrn. 6' -9th- North Side
f rP ye"nt i ,• _ _ _ 6_ .5—th Side
LYI• -Z-Q1- Fi// ends of channel
_ 7#" with weld meta/�
Imo. Cas/ Flande -
of
� I
1...5
TYPICAL RAIL PANEL AND RAIL POST DETAILS
///,3''^ No/es '� m Bo/fs of sufficient
/ for }'d pp� si" ,g
len l. to erlend through
ily I Bolt
sli 3�1 forms. Cut lush wilh nut
aJ1er sellin f/anQe
7n�
ads
I `
= . pr'
'SEI Ca of
P F" Premo/dad Ex
Join! Material. right/y w
hood of R layers of roofelt
exfendi through formstach f/uah with post faclowinS form rcmo—/.
CAST FLANGE AND POST CONNECTION
3p" Std Steel Pipe
2'-L 76'0C (May be
attached by screws
to maintain a/gnmentJ
2"-/.76'f
} Bars (Smooth)
Weld 4 sides
.STB"V1FzOA ree
Weld 4 sides
Square cut
i -Too of Curb
GENERAL NOTES
Al/ concrete sha// be Class A. Chamfer a//
exposed corners J4 unless otherwise noted.
Dimensions re/afi _j to reinforcing steel are to
centers of bars.
Le gth of Railin8 includes rep/acement of
rai/irk posts on existi structure.
TEXAS HIGHWAY DEPARTMENT
RAILING DETAILS
HILLEBRANDT BAYOU BRIDGE
STATE HIGHWAY 124
JEFFERSON COUNTY
x- Limit ofMeasuremeel
" 6" B
A 6II
for Poymenf
--Replace exist/n
o $
with a new /O"x
.3�
2'-O"concrete
post.
y /,•.3„
_ z -0",2'-O"
''•Y' Continuous
3z -Std Steel Pipe-_ _•-"'�--- Weld 4i 22•
II II II ♦ ♦ II II
a ��
II 9 m LA
TYPICAL RAIL PANEL AND RAIL POST DETAILS
///,3''^ No/es '� m Bo/fs of sufficient
/ for }'d pp� si" ,g
len l. to erlend through
ily I Bolt
sli 3�1 forms. Cut lush wilh nut
aJ1er sellin f/anQe
7n�
ads
I `
= . pr'
'SEI Ca of
P F" Premo/dad Ex
Join! Material. right/y w
hood of R layers of roofelt
exfendi through formstach f/uah with post faclowinS form rcmo—/.
CAST FLANGE AND POST CONNECTION
3p" Std Steel Pipe
2'-L 76'0C (May be
attached by screws
to maintain a/gnmentJ
2"-/.76'f
} Bars (Smooth)
Weld 4 sides
.STB"V1FzOA ree
Weld 4 sides
Square cut
i -Too of Curb
GENERAL NOTES
Al/ concrete sha// be Class A. Chamfer a//
exposed corners J4 unless otherwise noted.
Dimensions re/afi _j to reinforcing steel are to
centers of bars.
Le gth of Railin8 includes rep/acement of
rai/irk posts on existi structure.
TEXAS HIGHWAY DEPARTMENT
RAILING DETAILS
HILLEBRANDT BAYOU BRIDGE
STATE HIGHWAY 124
JEFFERSON COUNTY
T
" 6" B
A 6II
q to existi sre^ciFzo•
/->a'Ro/es for fjoats
B/
ctsk. in face off ree
o $
I II I II II II II II 11
==1K'=Ip:=qi=b{==q
II II II II A f I I
III��III�
II II II II 1
II II II ♦ ♦ II II
a ��
II 9 m LA
-
-
sre"�u-zo> ree
p
-7"m n'es?
]l•m Bars
Use oy reinforcing Slee/ or grout in "r6"
new d bars if
---
SIDE SECTION
NOrE Make Aveequal B TYPICAL RAIL PANEL AND RAIL
necessary
POST DETAILS New Structure-[:is/i
ELEVATION THROUGF
Structure INTERIOR METAL
in ery pane/.
'7J- 7i"_ END BENT
ELEV. AT BENT ®
RAIL POST RAIL
'.j' -`"'
3i'r 3'x }•x 7.91L I-- I r'1
Fasten to I
10,1,33.
'fi
2� _ /O'_ /O'�?/2�F /O' /O".
`
CRep/ace existi
�2=) a'Cx6'Bo/tsnew
pt with
2-�'mx6'osBo/ts� �rO
_t
NI
for g'"m Bots �1
in
p -
II
web
in web of T
-ol�vl i ✓��" � �
R"
O �
Chip web flush with
Fasten to post with flange a/ connection
I
a"- //p 71,}x2�4' -
PART PLAN OF RAILING
SECTION A -A
TYPICAL RAIL PANEL AND RAIL POST DETAILS
///,3''^ No/es '� m Bo/fs of sufficient
/ for }'d pp� si" ,g
len l. to erlend through
ily I Bolt
sli 3�1 forms. Cut lush wilh nut
aJ1er sellin f/anQe
7n�
ads
I `
= . pr'
'SEI Ca of
P F" Premo/dad Ex
Join! Material. right/y w
hood of R layers of roofelt
exfendi through formstach f/uah with post faclowinS form rcmo—/.
CAST FLANGE AND POST CONNECTION
3p" Std Steel Pipe
2'-L 76'0C (May be
attached by screws
to maintain a/gnmentJ
2"-/.76'f
} Bars (Smooth)
Weld 4 sides
.STB"V1FzOA ree
Weld 4 sides
Square cut
i -Too of Curb
GENERAL NOTES
Al/ concrete sha// be Class A. Chamfer a//
exposed corners J4 unless otherwise noted.
Dimensions re/afi _j to reinforcing steel are to
centers of bars.
Le gth of Railin8 includes rep/acement of
rai/irk posts on existi structure.
TEXAS HIGHWAY DEPARTMENT
RAILING DETAILS
HILLEBRANDT BAYOU BRIDGE
STATE HIGHWAY 124
JEFFERSON COUNTY
1
7-
B. Min
��� End of red far mcesurcmenl B9'Min,
i Merimum parmissib/e specmp= 9'-0' See Leyou{ for Loci{,'on of Pos{s r_
oc� i ilJry — a GUKeS OUTSIDE ELEVATION ci/her M S•HAbji ortoPe IRr SECTION — 18° CURBS
Crack./ es shown in s.. on.
,JfS of {h.
n5 Jhd/{ be
ximum
�d {o p oride
bo//.
,/ is sphc.d
bf cha-1
eck off
< washers
cadmium
r accordance
chn.ss of
5s a min/-
ITMENT
LING
SIGN
B., i Donoles Lanlorn p
'51GAIB lu=====i
PLAN
Main B.arrrcade
MIX.
dryl F'
4'
SIGN S-7-15�a'
(Also B-5
-----------
4*.C'xe'Psyl
ryl-ICA4 (or 1—g-)
re
CONSTRUCTION
ELEVArION FOR BARRICADE 'A'
GA rION
-ft 0 -ed to �11 I IA 1�1.1
!9// traffic "I hafl
S- d. ;a —th g4f- -, M/Sa." bent IS~ BARRICADE "A" BARRICADE "B"
12, 0, Mini—m_
/Z!o- /a, 0, m-,imum
6!0'1>h /0 6e usdee., rju!rSd
2-P;,4' 2'2' b-* on W"7.
- - -------------
4- SILAI 11- PLAN each Side
-el MW SIGN B-7 STREET CLOSED
S
4:0' 1�2 2;,a, A?
--T 4 —�O
r
LEI�Arlolv u /i r•.0:6• 2�6'
PANEL STAND ASSEMBLY each k� 4�7
B 11
BARRICADE "C BARRICADE BARRICADE "D" FOR USE CITY S-rREETS ONLE11
1-4- Aw.,&.116, 2Ak,==,
NlIi qq—, S.
4 'A �
i'd
8,c- _4_ LA ;le lig
1 -0* pwft
Abfli- D, P.Sys I A,• -p 1-i- I . 4. �. k.
of -d and ";&"—v S.Cho�s. 3[;G mach ba?,
bark cut in hCA— WS4;,dh
ELEVATION ELEVATION
4;
kl�l I End �6-1 fob. t"*d j,
Dt,*.fstip"g a C", 4' 1,1
CULVERT 'M
d" Cjblck.
ND
C
Zat curler
W. FLAG TA i
• FO. E. .9
Ute 4
i�t—d.f ERAL
w,S— p-,,bl.. PLAN PLAN
ICA DE 9 STAND FLAG STA ND
BARR STAND'A FLAG STA
-P,,5=I b4cks?,,*traffic c=�;".
,.d one on —.s.S 111 4.4P -t 5,1.// b, Sheet bl,,lal --d .;M Rd Pflo,hwUl1—.1
.7- Dt,,l ID, jh� � &p.
Stewed Par/. bwrd of da8oru/ section. —M
CORNER oErA14 PANEL FOR 'N. B POST FOR WCD�
BARRICADE "F" 4 AMI -Io, B.I&, e Asio4. TEXAS HIGHWAY DEPARTMENT
2'
/j, 2 =11,710elb rO' oaf
BARRICADES &WARNING SIGNS
`} Tebpacdwhere
-t—'V7 On plana C,
ti�W- SHEET I OF 2
MODIFIED STAND r
FOR NARROW BRIDGE or BW -46 (1)
STRIPING FOR SKEWED PANEL USUAL STRIPING a. ---ys
z='d
to s opes Or 3,mil—
DETAILS OF STRIPING DETAILS BARRICADE. F. STAND FOR 'B'(OPTIONAL FOR'A76*D' POST BARRICADE
B' B1
CONSTRUCTION
•Vi
-DRIVE CAREFU LL
Y
-IL
TEXAS HIGHWAY DEPARTMENT
°III USE MARKED
B-1 B-5
:- EIV® CONSTRUCTION r
B-2
/� /Pf 5i•
ti CONSTRUCTION �� ,„ - sa
;N DRIVE CAREFULLY �� — Q
S_ W0
B-7
B-3 RB -5
�r
O�-
'_3V
ROAD Ci'LOSED , y
TO THRUI TRAFFIC
B-4 �o mar
ROAD CLOSEDI-Ij
RB -3
ROUTE
J
N.
ryt. R O'A D
N{-
MACHINERY
-
I '+ial i7�
I
B-8
30 GLNLRAL /vDrCS
-" -- -&--ve A•sha/l be used T r class the road to a// fr flk or /o
a// except lata/ Iraflc Barricade •D •sha// be used of ems ofa// 3 -f -s
j of raid open /o a// traffic where cm,lruchon as ;n prq era
r •ss oa /, J.. -ds ,/
WATCH Bamcad B rM// be used to prated and diet/ /ra 4A� aI b�annmg of
detour) wi/hm Ama/s of Barricade) A'- O' Barr,aade •C •../.:,// be nsed
/o pro/eef 1� !fi'c and /hework where a po^hon of the ro.rib.d .s , n
Io
triflc`
and wdh;n the /,_;" o! A•and •L7" Barricade 7 ••:/..�// be
FOR used et Cul✓ertJ a d b gyros •.here regmred by p ons Barra ad
sha// be ed only on eAy slrerfs; { de:� a street, to irafr,e, ri „�
sections ore J/reef war adwnce w streelr ap bo-h,n0 a cl sed
arra.
Barricade -c
w
ith
appvpr ale "a
n u so- may be subsAlutnt far E
TRUCKS sir and to shall be used each end of a// her pvjecls epee ,o
any p b/rc' ,rare/, and to d r1 men/ Barricades A•or D.• Other Standard
iPost Barricades, and F/ Br sha// be usM as rrqulred by pJ.ans was
AM
AM
3=6�
N
,ti
DETuU R
RB -4
drected by the fggrneer to protect and direct traffic
Barricades, Sgns dnd f/aha shall be s PP/emenled by l�hls placed
ar ,o not in@stere wrlh the visibility of ref/edw buttons or rel/odor
surfaces, and /gh/J slut/ be maintained in eonlinaws � lion from rwase/
to swarise.
5-i-cles sha// be constructed of ci n, sound / ber cut /o /he
nominal dmensabns shown on these delai/s and -laced two sides. B-, -
cedes shall be of Aisl-c/ass workmanship, and a// surfaces abo✓eavnw+d
sha// he pa;n{ed with an approved &-and of while pant to secure• /ho-
roigh cover ge and a -corm white col- /n no case shall less than two -/s
be used. The ps;nf fw barricade str pas (and Barr/rade f') sha// be an pproved
band of8loss black pa;nl. agokel to secure uniform cover.
Sys be consfruc/ed of meta/ w of No / Common Y p, w better surfaced
b sties and ;,posed ed s square. Sign% stat/ be painted "M an pprovcd
brand of white pion{ (b/ac7r pain! fw /e7less), except fie/ds of Sar B-7, B-6
and B-9 shall he Standard Fedora/ Yellow. All s.,pns shown as ref/erctfed m+y
be ref/ectw jed by out/in,gg the letters with rei/ector buttons, or by,;, rnJr'r�
-114M on c%g+o nobe f .approved ref/ectrve materia/. A// 5
8ns reyurrarFg re-
f/ecfw bu/loos slat/ of taro -pry construction of one. inch boards (face boards
horgonta/), of meta/, or of metal and /umber.
Str;pi and /etferfng sha// be of tishc/ass workmanship equwa/ent to
that of hti ay Department standard s/gns. Leiters and numera/r sha// be sim-
ilar to S O. S/andaMa as shaown by Mania/ of /nstrertrons, Maanfenance, Vo% 4,
Par, /, /946. Clear reflector buttons of approved quality and oneha/finch sse
sla// bed ced as required by dela;/s. Bvlmn spacing m letters shall not exceed
4 Inches center to center.
Barricades designed for nnwrg and reuse, escepf L _d'E "sha// be erected with
belts. T/e contract_ sha// m.ain� in each barricade and sjgn in a condi!/on equal
to !teal required by ,hese detail .
�a
�, /�alldes
•
'�'-_'
bo -
•.iiyLoa Q•
TEXAS HIGHWAY DEPARTMENT
BARRICADES & WARNING SIGNS
e
!'
SHEET 2 OF 2
BW -46 (2)
POST FOR ,B-7
STAND FOR B8 B.
.ro�-c;.j -
-: _:-- -