HomeMy WebLinkAboutORD 47-VMUNICIPAL ORDINANCE
(Construction, Reconstruction and Maintenancd)
AN DINANCE PROVID G FOR THE........ CONSTRUCTION AND MAINTENANCE, OF THE
PORTION Or,-. .----HIGHWAY NO...�.... IN THE CITY OF ... BEAUMOT..........I......I................... .................... ,
]PROM WEST gi df NEW TMCIHNS Iiivn BT2213t3E To Pin STIRrum.
...................... ........................................................:...............................................................-.....
HEREINABOVE REFERRED TO AS "THE STREET PROJECT" AND AUTHORIZING THE MA OR OF THE
CITY TO EXECUTE AND THE CITY SECRETARY TO AFFIX THE CORPORATE SEAT AND ATTEST THE
SAME, A CERTAIN CONTRACT BETWEEN THE CITY AND THE STATE OF TEXAS PROVIDING FOR THE
INSTALLATION, ............. CONSTR14CTION, MAINTENANCE, EXISTENCE AND USE OF THE SAID STREET
PROJECT: FOR THE INDEMNIFICATION OF THE STATE OF TEXAS, BY THE CITY AGAINST ALL
DAMAGES TO ADJOINING, ABUTTING AND OTHER PROPERTY, AND FOR EXPENSES IN CONNECTION
.WITH ANY CLAIM OR SUIT THEREOF: AND DECLARING AN EMERGENCY AND PROVIDING THAT THIS
ORDINANCE SHALL BE EFFECTIVE FROM MM AFTER ITS PASSAGE.
WHEREAS, the public convenience, safety and necessity of the city,ena the
people of the cit require that, the ortion of US...High`1.- n,.�h..._G�,�y,.....•........_..
Beaumont from W*s ern ;of ryew We' ohem lover 13ridge �a �'Zne Street
........ : .........
.....
..............:........... _.....-....... ................ -..... ....-..............-................................-........ -.-......... -..
be............ constructed. Si"nce the existing street constitutes a danger and serious In-
convenience to the public, it is urgently required to be remedied; and
WHEREAS, the city has requested the State of Texas to contribute financial-
ly in the -street project; and
WHEREAS, the State of Texas has made it Down to the city that it will
assist the city in the street project by furnishing the necessary funds for actual
construction, reconstruction and maintenance; and by supervising construction, pro-
viding the city approves the plans, grades and alignment for said project;, -and
WHEREAS, the city, in consideration of the providing of said project,
agrees to indemnify the State of Texas against all damages or claims for damage to
ad'Ooining, abutting or other property for which the State is liable, arising out
of, incident to, and in any way connected with the installation, the .......... construc=
tion, the existence, the use and maintenance of the street project :or.the passage
and enforcement of this ordinance..
NOW THEREFORE, BE fT ORDAINED BY THE CITY COUNCIL:
SECTION 1. That since the public convenience, safety and necessity of the
city and the peopl& of the city require it, said street shall be ........... constructed.
SECTION 2. That the State of Texas be and is hereby authorized to enter .
upon ........... construct and maintain the street project at the location and in the manner
shown on the plans, attached hereto and marked "Exhibit A" and made a part hereof
in all respects.
SECTION 3. That nothing in this ordnance shalX be construed to obligate
the State .of Texas to pay any direct, incidental, or consequental damages to
adjoining, abutting or other property in enforcement of this ordinance or by
reason of the installation, construction, existence, use and maintenance of
the street project authorized herein.
1 10-43-1083
J
SECTION 4. For and in consideration o ''the mutual cozenantg"heroin -con-
tained, the city does -hereby agree to indemnify the State of Texas against all
damages and claims for damages to adjoining, abutting, or other property for which
the State of Texas is liable, arising out of, incident to, or in any way connected.
with the installation, the........ construction, existence, use and maintenance. of said
street project and does hereby agree to indemnify the State of Texas against all
court costs, attorneys' fees and all expenses in connection with suits for such
damages, and shall, if requested to do so in writing, assist or relieve the State
of Texas from defending any such suits brought against it.
.SECTION S. Nothing contained herein shall ever be construed to p&ace upon
the State of Texas any manner of liability for injury to or death of persons or for
damages 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 of Texas
harmless from any damages arising out of said.maintenance and/or use -of said street.
project.
SECTION 6. The Mayor of the city be and is hereby authorized to execute.
for and on behalf of the city an agreement and contract with the State of Texas in
accordance' -With and for the:purpo$e of carrying out the terms and provisions of
this ordinance, in the form attached hereto and marked "Exhibit $".. The City Clerk
xXscXX is hereby directed to attest the agreement and contract and to affix the
proper seal of the city hereto.
necessity ork herein provided for be begun and carried out promptly and
with expendition and thact aforesaid shall be immediately made, executed
and delivered to the end that such worker for may be begun and
carrfed out promptly and with expedition. The reading o ce on three
PASSED by the, City Council this 12th day of July, A.D. 1949.
- Mayor -
2 10-43-1083
STATE OF TEXAS
COUNTY OF.. 3E�'IfERSQ I
..................
I,..........:.......the duly appoint
e4
.
q}ialified and acting city eeEhof the City of'.-..:Sa u gu s .......... .:.:... ,
Texas, hereby certify that the foregoing pages caastitute-a_true and correct
copy of an ordinance duly passed by the City Council at a meeting held on
:...
................................... ........., A .D . , 19 . ..�z.........., t .....1. ....'..... o' clock . t ..�.M.
.70 certify which, witness my hand and seal. of the City of . A*?4u ...:.......:....:.
TEXAS, this due �. �,....... ....... day of ............... , 19 ... f�5., at :..
................... at Texas.
................. .... :.........
City S of the City of
............. ............... --. Texas
Ordinance (Highway Projects)
10-43-1083 3
MfiNICT_PAL CONSTRUCTION AMER=
( Combination Construction, Reconstruction and Maintenance )
STATE. OF TEM-
CM=
EM CM= CF TRAVIS
This agreement made this day of
A)
, 19_, by End between
The State
of Texas,
hereinafter referred to as the
"State", party of the first
part, and
the City
of ,
County, Tess,
acting by and through its. duly authorized officers under an ordinance passed the
day of
the second part.
, 19 , hereinafter called the "City", party of
W I T N E S S E T H
Whereas, the City has requested the State to contribute financial aid in the
improvement and/or maintenance
Street from
to
within such
City and has by proper ordinance authorized the State to enter upon and improve
and/or maintain or assist the City in the improvement and/or maintenance of said
project; and
Whereas, the State Highway Commission under date of
approved a
program of work which includes the project described above, and
Whereas, the.State Highway Engineer, acting for and in behalf of the State High-
way Commission in activating such program, has made it known to the City'that the
State will assist the City in the improvement and/or maintenance of said street
project by furnishing the funds necessary to construct, reconstruct or otherwise
place said street in a condition to properly serve motor vehicle traffic thereon by
preparing plans for said improvement and supervising the construction, reconstruction
or betterment work as provided in said plans or may be provided in said plans condi-
tioned that the City, as contemplated by Senate Bill 415, Acts 46th Legislature,
Regular Session, will enter into an agreement with the State for the purpose of
determining the liabilities and responsibilities of the parties with reference there-
to, determining and providing adequate and appropriate means for the regulation of
traffic, policing and maintenance of the project upon.completion, and,provided
further, that the City approves the plans, specifications, alignments and grades of
the project, and, provided further, that the City will indemnify the State against
all damages to adjoining, abutting or other property occasioned by or resulting from
the installation, construction, existence, use or maintenance of said street proj-
ect and the passage and enforcement of the ordinance herein referred to.
MI -9-45-937 1
A G R E' ,E" M E N T
Now. therefore, in consideration of - the premises and -of the, mutual "covenants =
and agreements.of the parties .hereto to be. -by them 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 theconstruction, and will.
supervise the,construction, reconstruction or betterment work as required by said.
plane, and will pa.y-the cost of those items indicated on the plana.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 .the City's obligation as
mutually agreed -to by:the- parties hereto.'.
The State will maintain,said..'street'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.ihe 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 plans when approved by both parties hereto will
be,attached hereto; marked "Exhibit A" and become a part hereof in all'respects.,
The City will provide -:for _said street project.a right-of-way free of all
obstructions and.of a width -sufficient to properly provide for the.improvements "
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 expense.for the installation, raising,
lowering., removal or other"necessary adjustment of"any and all utilitiesor
services, whether publicly -or privately owned, as may b'e 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 wr.itten:..request of the
engineer shall, if such delay results"in additional expense to the.State, be the.,
direct charge and obligE tion of the- :City. -
The City agrees to pay to the. State promptly the cost of making repairs to.
the subgrade or surfacing made.necessary',by reason of the installation, repair,.
removal, or" adjustment or any such _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 fiming 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,.'initersect with the said"'street project, 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
The City agrees to execute all work,, either construction or maintenance, at
its own cost and expense, shown on the plansy 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
coats, 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 Tess 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
IlQ wiTNFSS Wwlm&, 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:
Chairman, State Highway Commission
Member, State Highway Commission
Member, State Highway Commission
CM OF
0
(Title of Signing Official
THE STATE OF TEXAS
BY -
State Highway Engineer
APPROVAL RECON4KMED:
District Engineer
Note: Any official signing for and on behalf of a -
municipality 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 istexecuted. Each agreement should be executed
in duplicate.
M-9-45-937 �
D-8
' F 1 905 9
STATE OF TEXAS zo ORANGE £8,-416 l] l
crrra re-/�- d
INDEX OF SHEETS STATE HIGHWAY DEPARTMENT
ST NO. pESCRIPTION
HEE_ IN
I TITLE SHEET j
2-3 TYPICAL CROSS SECTIONS PLANS O F PROPOSED
• j / q ESTIMATE AND QUANTITY t
r 5-14 PLAN PROFILE -
15 -19 9ORROW SOURCE LAYOUT LAYOUT OF INTERSECTION STATE
20-21 ROADWAY DETAILS {�yOUT OF BRIDGE ENDS HIGHWAY IMPROVEMENT _
22923 BW-46(1)8(2)FEDERAL AID PROJECT. F.I. 305(3)✓t F.I.5G(L)
24 M-47 • '
SCALES, vcrw'a'iRti Nx uc vm.-'•rr. ,.
ORANGE COUNTY-Rurel- FI ]OF (]) C_"_- _16. 20.711 Ft.•3.922 Mi. ,•V
JEFFERSON CO.-MuntcipaI-FI.5G(L) C -2B-13-1 179.5Ft• a035MI. •".tl ,��
F rA JEFFERSON 81 ORANGE COUNTIES
-- - U.S. HIGHWAY N0.90
FROM A POINT 1.134 M1. WEST OF THE
\r➢ INTERSECTION- OF US HIGHWAY 90 AND
D2w4p FM HIGHWAY 105 TO NEAR PINE ST. IN BEAUMONT a �+
HYDRAULIC EMBANKMENT
STA. 1128+00 BEG. 'OF PROJ. STAL3J'h i
C-28-9-16 9 F.I. 305 (3) NECHE 0+59.50•EN GEOF ,F. '329ION
x f
NECHEB RIVER BRID6E=•F.I'32Y8)•:'yr
A� END 28-13-I - B: F:4 B�'�'-:r..'i
1 r��,t �4a i:e N.o R. W R4jc,OF .. j� ®� �° �OO� ... •'�,;� fc��w'��•f(i
'-IC A .. PREf:ENT v 'T °- - a 17l Q N? - l:-�•F�(�ta
�•- �. w. us e° e• c ncaeTO aeoA➢wa "` ' 7�� D ° �^` �.<A � .� ` t li
T 8 + , r
BEG: 28 b U,
,�y •� TO DENTYVII.�E---.7�- -��- -__ t•
00 t�
IDcawnv rw. eae - ___ -- Iva➢, � f � 0 •�,;„�i�A
�� � I � I 1� t tiD'• •�lKrU
.YIDOR
t, UNINCORPORATED
Lr POPULATION -7W v •.• ��r .
1"0 CENSUS
o I .1 I •,r" m., �j�0��°°o°oo f Pti BEAOMONT
,INCORPQRATED\Y.
POPULATION
ENSU9
BEC. OF EXCEPTION -
D 5 NEOHE6- RIVER IBRIDGE FI 32013 xNnro: avnkDrcbl
END.'0-2p-9-I6 S F 1.3.05.(3)ol
r' '_ e • rn, - `I \ •�,1 �.
_ 'EOUATIOI•I."J%1!,�//LL1;srA/r7FL5d0 :. 1 wi[ wT' ➢Rrw Rra•xi ��•
EXCE PTON•srbl/ V, eLop sr/Ll9o�d99o'
I OQ' I ONE, PLR GRADE CRO3SAN43 )ELIMINATED'
IORw
SI i om..n>°.•u..� - - '+I, DELIV 0. POINTS. FOR NthT� RNLB !1 11 i �I ^'
1 a.,.,.. - I Doowr7 rcir,t cam➢r• weL Trd.Tt v..:75 f'pPia)r nL '? ` .� i `
e�..'� Wm aarurm .vorm n ➢u 1 . , I
N r] wa a•oo11 n caro.) \7 !,,< ) -
{� �� .,m •-+- - _' v.ro.ar.w.r�1m..➢.e.�m n�r.a�rmr'a`Im`im.• 1 �' '-mar r���u1..��i'
nn`a wt ro,alL. Iw�,u�m4vm roman ' 't � rmo„�r.o�. �ww� )•1 c I �Itt r>` j I ��� _�� c � .
cj pr.It: P..�.•IOIe..➢ +e.-� ..o. erroa rmi�'a�w�. t ; 1 }<<y� :%t i 'b r t� old' „. ,,:, I.._;. �M1F'
F q-1 S.
ProlOcta APPr' � I �
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/ 1 v - ,-. �1 `' i .f r Y I ,�nY. ° P ...mac. J •,'� ^y b a A.1 t,d... &{ r .
x;� i � � I i 1 -,�i. 'Ii�.i'4i d�1, � �: z�f n,: ,4i ,i "� �� �ly� ' sr:^� -'I S,:)� • 4
�'� �, ^ . a� .,l— ' KI I ,Z .�' - -�� S C •' - t r+ai� •.(- ��. - ,r, . h e
---- - - - - - ---- --- -- - '- '- -- _..--- ROM, Irlo[e
.{' I(, rr - p• 1x-11 -
I`� I TYPICAL SECTION HYDRAULIC EMBANKMENT
9 STATION 1126+00 TO STATION 1131+25
1 I STATION 1134+65 TO STATION 1163+25 -
I STATION 1186+05 TO STATION 1205+00
STATION 1207+40 TO STATION 1241+60
STATION 1244+00 TO STATION 1272+20 +
• Ifof. -'.Arta Yl -e• r,<1•cu1•,-1 he I•m•r� \atn - tii•u (t U.f nrnr. inrlico fne tly Iim.le
f Ih fmyyankmentr {p be ConA{rucfed d/he Cmee. B.» / /o n.. cona/+•uc/ d _
fro Rt uck or at,,pprny m dl rectod ! m M .h cr 5/.+gwnq ws di•ec/ad -
by The Engineer. c wV/he, q+nee!•.
Stnppu•! rnnfur,ul }+taCcd ,a irl„n 31r -,pp,,;.. m..)••rrJ.lc IocaJ if hin
Iha limrl•� Pf /lru r+uy�uCt.On w,ll - 71'-Q-//Suw/ '71'-O'-Uxvw/ Iho limllo of 1h0 R:ay a f,on ill not
u0 meb9ur cal Cr
Poid
for u ,.lur .-0, 1 • bo rr twred Dr pcdu I r un f1,6 '•
r,ul . '
' fl,u ,Icr.n •Hydr•o�flle timbu.•i..••..a I -U ++e/ baa -u r"e/ ,1omr'Flyt.fruulic HmbOnNrnAnt •
40.0•-lhruw/ +L '40-0•-Usuw/-�; —1 -
rIYr.e.ey ., I
.,•w
rl+ 1 r - q,- FI -
'::..:".-
I I' 1 , Vwa/ \� . -)/ �-:.4r�, A4,1 :i+aa•.,J.0 y Or rIn 1 .e. ' � + , r +
f, \
tvut•r 10 be romo ed Ior afo Pthe and t'
Iri O - `btiLW,a/euJ > o�he. E q no iF,onPUC Sha// b¢ ••
Lu4d ® BrnV nkr,-,o R mofuri ul wllr•in iM1e j1
mittl indieottial nUova an : /pr diepoepd of : •!
1a.9' TYPICAL SECTION HYDRAULIC EMBANKMENT inMucK Uiyposalnreoe a,eym cn sr-•aar-la. ,_}
-STATION1275+60 TO STATION 1287400 �� directed by the Enq—sr- -
7 STATION 1291+60 TO STATION 1302+45
STATION 1305+25 TO STATION 131846&15
STATION 380+5550 TO STATION 388+80
TYPICAL CROSS SECTION SHEET
SHEET I OF 2 SHEETS - f"
0
ROW WIDTH - 300
rwfa.- 5h.>dod rr d�n...fP.. rno flmirn cf
a.,rMn.Fmcn/ /06.. s/nue/edl om mucF e^
I„ sow -65 M...
s/ ppng os di-ec/ad 6y /ha Engi%�eci: - ' -- - - - --
StripondmotoriolelacnJw'Ih:n 71'-O• I orbbla
-- - -
°'>�'---30,t
fhu Irm�ro f iho P Y O ctlon ill nnh
pvid {or un< tho Ilam
50'•a
1
•LII droullc Embankmonf.•
�40�0• N'irnu .lun.la .lm.
-
�it+larn cr ,a Ydua�w+tedhl�tiw`L'nl �f;al
`.
�"u• Solnut t.lof.:rtol dory 6 ab 17
5,1
\
��
// e
/ Bobw Prof 1 Elev.
I
a>ive�1H+w Ecd
In n rn
••\ \ �
\/
ill plan
Note Mudt b be --d d for ea fh¢ and of
to ccffona indicotod o the plana or os da+>.Iq natotl
bnyQtha 6nginBor. MucKoho// ba d as ambonkmont
_
TYPICAL SECTION HYDRAULIC EMBANKMENT
tar-lol thin fha limits fndicofad above and/or
d'
dispoeed in Mud( Diepaecl grecs shown on
9haet 1Ja 14. os diesc/ed /he En inea�.
STATION 1319+89.15 TO STATION 1335+11
L.mita of rneoau�emant nd Payrnant
for Hydwutic EmboNcmoM' when
�trippea alarr6lft ore ulilriad f a
142'b'
r
form emb. kmonl si,p, s.
I
Pnf1b Eiavatl n
cf Mot�riol Sec}ion to whmh EmboMmrnf ehdl
Primary Groda Elw.
I
to Nruofad rncv>urcdf paymrd.'
-
Minimum rBd
_ T
.t.. .:.::. ii ....-:o; .::,. " `•':�- ;C
.... .. ,... ..... .. ',
�WVe rvgW
�ror wanrem ma o 01 u•
ripped
\---• uGite of Srr{pping�
-- LIMITS OF M 4SUREMENT
Ndar-8—d — 1,2arrd 9efvw th. o icipolod —ei— ® .
tartar eNtbmmMleh 1haConfsh for shall .—t-0 bt and
It. antldpated reUlon affor ttlo.nont. tie m- CONSTRUCTION SECTION d METHOD OF MEASUREMENT
acnr for payment will ba bpaod upon theFOR LIMITS OF HYDRAULIC EMBANKMENT
tually conetrueted within the IUTIta Indicated
m seotlon 4.. •- .
TYPICAL CROSS SECTION SHEET-,'(,
SHEET 2 OF 2 SHEETS
I
CI I MA Py n new m N/_
�P/c:o
P -4"A' S/o,+ion fJ S/./ion
IV,Cshmoh
C/eo11n9 E
Grubbing
Fiiio/
I mon Aboo,
Excova/ion
Ccmmon C/ianx/
E cevs/ion
iP. O.W
Markers
llydrou/ie
Embonkmen/
SlripPin9
/
fs/imo/r Fino/
Es/imo% Fino/ fsA Fino/ Esh}nele
F/ino/
fsl_ Fino/
O
O --
5 //2B • 00 - //50 •oo -735.75 2SP7
lna,
6 // O.00/7C 0 %7. 9% •0 3/39 4 77807
-
7 // 6 •o0 -ROI •00 Y9C/ -- 2867 - - Z - --99-�J7-
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/9 7
moo. /J/9•DO
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_ _ _ _. - .
-/JZi/ f
5091/ 1
Pd�75
139.c �---
/2s4 r00 /8 69 29}8 4 97860
/Z80 roo /7 SSSS 22/2 6 /63508 - -- - -
/0 /254 r00 - -
_
/306 SOD _ /73/ - - - - - �fi - 260052 _
/2 /306.00 -/302+00 �5.8�-__-___ - _- ___- Q_ --.22(/92 I
+00 - /335 r/Lo Z.o z- - de•427_
aa. /60o6 32 /,%95,779 _)
13A 090 + 9.5 - 368,60
_ con/,o/ 28_ :13-
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� ✓nekrn8 R'P"
_-
Slo/330.00
/
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3o.r4d'
//l /.lGdx%/e AP+ 188
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"To/O/
_ _ __.
____��-
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f,09
ao/row Source
Q°scripliun
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/6 arrow Saurcr Chonnr/
/7 arra w Source Cho—
8640
}044__
_
/8 B.,77's a r
Su -TO o/, arrow Source
j1dW.70
O �_-0340--
_
O----�404J-_---0-_---
Su -Tal / C-28-9/6
/60 6
Wo
2
Sub -701 / C -28-/3-I /.09 0 0 2
T l0/
/45.79
/6006
40 1
707
SUMMARY OF SMALL DRAINAGE STRUCTURES
Loco/ion
No I 7/2e
i Dexrp Aon
0uan
EJl IFino.'� ESl 1 fii)O/
1
,C1/
lna,
moo. /J/9•DO
%
�.i0-S7dR �inf Cb+rreM , .4b
- __
r Oroen
. -; _30,�'SL'
� ✓nekrn8 R'P"
Slo/330.00
/
_�
--'lO:�Sa'
_ _
'!OS/d/ho7lcaxrefb
56
_
%.Food co/rr/l .^
> /Z/2+/ok//f T r
3o.r4d'
//l /.lGdx%/e AP+ 188
.
"To/O/
_ _ __.
____��-
_
_ ESTIMATE SUMMARY
I— nnqqtt fo ✓�lftraenco-
/lem OBscrlplion p0ru Nv/un o/
N� I C73 -Y-/6 / Uni/ i
Ouon.ea ouenf.Yies Ouan/il�a ,
/Jdrou/ir 6'mbon4msn/-r/ /7)IQ! _.4�_ 1lJ7dJ ICu. Yd I
!ack:,�Ppe 3o's .w.�nrcbnt
VIP -1-o j
6-AENEfvlJL NOTES
O recf POyman/ for 'C/cam nq f G�u66iny
o! barrow sourros vs nofArovidedfc✓[.rN.rh work
vs considered subs/clary to fhe /fem
flydrOu/ic E"mbankmcn/. Paq—c-1 sha/f
b.-_• .ne/uded /n /be Unr/,once ho' fon -
_ Hydr-au/ic Ernbenkmen/
/Joririgs and surveys for /h s pro�ccf
irera made overs year ayo and
/nforma/ion sha n mey vary // /s Me
responsib//i/y of fhe b-vcr /0 rnikc
such /n ✓eafiga/ionJ of /he a//e a.j may
be nate ssary /o fu//y ir+forrn h/mss/f Of
..•,r/s/i�q cono!Y bns. No odd Nona/
eo-Aansalfon r✓ // be 0//0wed on
r ceours/cJ'ver/a/imfi'oin e/a/a shown on Afars
46 d�ree/ p�/menJt fcr a/rvcfurr/ excOral/c» !a
prw/rled If /b raaNner�e0/.1U61iNi�bry /o Rein,rCanc P.Pe.
ESTIMATE a
QUANTITY
ORA--fIBI9 I/G IUSYU/
r �r av 28 /3
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a
Ab.f. 167
I WE
qr
OLD BORROW
NT
h
-
D MOO
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go
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YZl•T_�_�_YF3S_�F �f:Jz_i�mi:�rrl—iL".'_FT7��9fJl�S•-:.I�ER7�►T-711�R•*.�RFi'!-��'S!��!7Ti�1P':
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MEMO
■e ■.®emsIIIIIIIIIIIIe��®®Ce��'�i�"'®®
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IMEMIIIIIIIe�CNe�iC�C:C:CeNINE
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MEMO MOMMMEME
MEE 11mmommmommammmm
M ME
Ill M
No
ME
iffillimill MMEMEME
MEE
-mm M
ON
0®®®e®aCee.C.CI�■..
moommill
am
m e®®�...®.®®.®.®®
m
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im
ONE
1110,41%.
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IN I
ro EPPIN"110110111111111111mam-
MERL
-is Mal
1-
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� C9i ®i { II�i1■III.
��� 1111 ■I 0111 I■III.��
moommusit
sm
,, wommommulffilm
a mommomm
US
No ON
mom
mom
WMWWA C="Z rXAZW;
tWZPM
BasesF"MM
MEE
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mm
=055
--mm-
IN
Ci
- I
N
( //PT.
BE6. OF E%CEPTION-
/�RJEY , t NECHES RIVER BRIOOE-F.t. 328 (3
1
I'1 ) ND C-26-9-16 B F.I. 305 (3) ,.�.
PRES&IT LOCATION %� HI HWAY US 90
k G S RAIl:R0A0-
c.cY ��- , t. _ ._. - r`�c.. ! 1 _.-i=�-___ - -- sir„�„•i�
I, •'.I' ;4:ri}- ��///. /- - ,-'\-\, ^ AO_ SEOY XIWWnY –u5.5 — �3 �f04 f� Roq �'1`_',-2ili. :1-
! % VIDOR MUCK
i�`^ ols L ,u
�. .. <� `_ •:�_ _v- /_i —LINEuu�nt
• + + :Cc ,may • ( r�� /� •tr_��.:. \ �.l\` r \ ` DISPOSAL
+Styr- �L-�'�` UNI7E0
M. J. B R n K
r
/BEG, OF PROJ. STA. 1128100 I, \(` - _ 'OUIRE CNDt
QO _ __ I \' . (;♦4• ;/i ;_r
\ CONT 28-9 I4 ,��:, '•\ `
sIIRVEv
PUMPHREY SURVEY �J08
�R'os � �r o
fi
SMITH SUR
(,! h'yai-�u/b Em68n.Fmcnf Foi-fYeaf 3
Appi-oecA fo ba obfoinad from 1±••. 777
� f •+ fteches F'!✓e� � ST .390a59.80•END OF E%CEPTION• '
& • See sheefNo/L Reyai-dii�q.dispose/ _ NECHES R((,,VER BRIDGE - F. 1.328(3) ,• •i} �1
of iL4uc.F. END 28-13'-1 a F.I. 56
�. GENERAL SITE PLAN •.OF BORROW SOURCES
..t.:-
T_
ot. -Timap lwn Prc,wr.d Iran M.e.1ce AND MUCK DISPOSAL . AREAS Ta 38 . o•EN PR JECT'
I of Acriol PF,olo yr.Ph8 t.4�.n 4y Edyan TObin �• BE6.F.I. ib (L�
Serve 1930. -. ,/.S{�I INDICATES LIMITS OF BORROW SOURCES
.0 1 Te rdiatort+on in —.1e to 1'.. pect.d In thio
mop, Ds the A.cal h. graphs wero taken Prior to
devoloprttcr.f of Ien seG which ep'n pe neate APPROX. SCALE I'V 1000' --�
f r diffe r.nces in the distotft of the obi—ts ♦ • \ - ��
from the
zb ORANGE 1281 qVI IQ FX—
luml�
b
115-4
\t
160117 p
t \\\ i.0 .�vlu - C' ..r 1 loo•Y uoY CbY
neh
—o
103�58
4Z
o
c
(4)46
47
150-70 J,
I.- G.uy c."
54
le4.33
92+44 N
49
p
io M A
R S H A4-1 E A
D.
34.71
-y-
IN, L
<1
IVI—C/OVs 1095 —C/'e --k"9 1551
-V -TLAYOUT OF BORROW SOURCE
(&SHALLOW HAND BORINGS - LOCATION a IDENTIFICATION
INDICATES LIMITS OF BORROW
SOURCE
SCALE: - I'20d
— a
2wo OI ANGI Z
rLAW swu�. :z
-1177 C. PP• POSED
N I rW NAY 9. S, 00
110C
b
115-4
\t
160117 p
t \\\ i.0 .�vlu - C' ..r 1 loo•Y uoY CbY
neh
—o
103�58
4Z
o
c
(4)46
47
150-70 J,
I.- G.uy c."
54
le4.33
92+44 N
49
p
io M A
R S H A4-1 E A
D.
34.71
-y-
IN, L
<1
IVI—C/OVs 1095 —C/'e --k"9 1551
-V -TLAYOUT OF BORROW SOURCE
(&SHALLOW HAND BORINGS - LOCATION a IDENTIFICATION
INDICATES LIMITS OF BORROW
SOURCE
SCALE: - I'20d
— a
2wo OI ANGI Z
rLAW swu�. :z
t 1X90 1200 1210 5 32• 47' h 1 20 E Fi OSED N'GM.YAV J.5 90 I;.b II.40
4 ♦6 'C
v.lY t h�a frNr CLn 4 i .t _ ] ♦ `l ' O try 'ix.
. I .. I., ... � ) I ,.:.y fL,Y y .,... ....r. t \ `.• r ... r. •�;\ CL.. 'L Y � I �.. c...� • �Ny eeiw ba 1J IIF1II „n
l I � � I � r r I ..� .. �. ) /.. r ..^'-T^Y r chw .�rviv^ ' r � WM t �` v.� o.� Lq°r 4 y' l♦.] 'J Y P - aY
,, � � "",.... -I .wyY•wy :;�..d""r .� r .. ..,,v �Ur .• y IY� ;' .r . �.. t.\ . Y f ° "�C � � .„.
r cl�l.a c. -.b s,...,+�.rr.0 _ 'a,.<c� a I,... �D;o ei�o.. •� I ndy u+r...y= '" v IIIcrII I,T �.,dY I \L �v cM \�
S' ntY �q� - p y�rV ♦ r crq �> c� J. L� Lr � h
ee��� -- �.yn. ''..-. r ♦ c -f .� a ��v1.rw� _a 7 edl.n� 4ar.4^� ) u r u ^� ��mm ° N r ' � C q dY \\
9e ♦61 �
L K J
• � 43
N 0j•
... 4 N el•�
2 4. / Mlllypy04 Z'Y•
2.0• -y 43t
S•
.oy v
star Aeon-c.oy Cloy
- n. o•
.oy � a,eo., cloy
- m.u•
a.oy sonny cloy
' N�cMy Bell
,1NY n ecgqJJM e.♦r.Jl
OrvYhVullow• Cloy
Caw 9ardy Cby
L M A R S/ H A E. ......
.
/✓afc
• � /✓umei'ous /oys we�c cncounfei•ed in m .Fii�g fasf doivi�gs.
2.ts uch
- I.ry nenry .>rt.y snMy CL.Y
--y cloy.
55+22 lv.
28+24 W
35
LAYOUT OF 'BORROW SOURCE
,® SHALLOW HAND BORINGS - LOCATION a'IDENTIFICATION
SCALE: I• • god
-INDICATES LIMITS OF BORROW SOURCE y ,
I
old I wnkm t y l-,
14-1 11, It
"o .. ....... ...........
Al
71
24
Aod,c,.y silty
Nit,
t
61,44
.
Its
- I
d
-ter1
.1 1
46.20
A5.07
LAI',11+74
,Ky
0 42+16
e",
.k:
z
SL
Its
Q
tA
28+24
26
14
224
20-1—
,
7
is+4G,
• r1• \.
2
2+25
7 23+99
548* 73'
20
0
ai 4
Z,.
t
98'E 35 ,IO+QS N.-;.
t4s 2
B R -R 0
JV_
7—
/ogs
V,,r'ovis
—Y u -y
OUT OF BORROW SOURCE
-
LOCATION IOEN7fFICATION•
(D �HALLOW NAND BORINC IS
PFT W AUGER LOCATt O* IDEAIT FICATtON
t
�,SORMQS
jW-INDIONTES' LIMITS OF' 809ROW SOURCE
scA:LE 1', 200—
:0
71
\ ii rn L
f 9D —
,J li
��-- 1110 GN 7
w>.r _ �----- ., sin/e�s,nclo�s�nfr��/sJo•-. r
tih - -_' Ja' cunu I•...�mvnt In Vlao_ ., r EFG LV C/L'FPf/ON �I I
NECNCS P/VFO BA/PGF-�/JIB (�J r
�h, � ` fNP CPC 9•/f s / / !OJ (J/ I
-
3`1� c, / 17 ' IB r._.,Ir'i�i..wMe or f \ G Is
�4Y�vY o...i lr. a .•••'WYnra arC n11 I: �/-�._--'-�_�..•�� •f ii Nnarr•Bolrinl [N.rvi q�I II 'rvro.�°�v' f'n V / I�
• Gnay I:V r�ql I�n u,Y H %, ' `4 � V
.�.d clay�n -r �n fti.v Ibllm. ° W r�u- °.�Ma � 3 I / .l `•`` � �` -ta / II/ • _
d M.yvy�nnlrl�nG tlarl lil wl a n., ) ' /�- \ M1 6
• Illi w y cloy t '� co
I yo,ar = m
f. 19
oa..dy •Uuy a.�y S.ady -GS' I i � I I N�.A T..y`r.luu_y _ � al oyer'
- n IAuck cd111 = " It = III -.. t.r.•y °�M
-� -1.1. LI Ilf ana o
- C Y Vary -I
' �. � o...y v.. -y rv.ey trey Llghl GIVY f I _ Lieaium�iY lo. r ` I1I11�1p1
. a.rleNm�li..i •. SIIIY F..e y � Berrvn e b >. �tllum�{Ycnl �
_° Riwr Betturn f, °Dream OVM .Y�III r a
•• � SaM. � _ `Ar � Med �c�iver
5 - ' / Jp411'llll p M
a' = ror
66 \ \ nBGD BE
\ q,\ ��-�� gvnlcvn• 1��., 2 °ap Mucor,' \ ,f-- Wo me from chonnol
� • � /'�>- � I � Tu ba daposifod in fhfn
o I
/ No /e :
/vu--o-s /oqs were
% r encoun/ercd /n mem ng les/borii,gs,
f LEGEND
I I Sh.11— II.—
.1.6
I. cl nd Idc ffrcorio r
(Ifl Q� c B.i.rlvs-Lewf+vl < Identfr'� afibn \i
Q Jet q Auer gBorings-L-6— G EdmfifiGORioij
�Indic°1°a L;mlf of Barrow So.rcvi _�
LAYOUT OF'
BORROW SOUiRCESI,-
} ��• S 9GLLE f 200'
. ; 20'9 ./ 1
1 �
y
i`
1
Lrlh;{IE3� I LI'l-t:l tf 3-
rdo,. n' Durran' Min 4' Itattom
X111 i. ti' U.•ul ii -� Min. 1.5' Doplt, .d .
IITYPICAL DRAINAGE DITCH SECTION SUGGESTED SURFACING PLAN
ADJACENT TO PRESENT EMBANKMENT N STA, 1303- STA. 13151 41
pp iZs"SM Fei�i/' Coxm/e 0./.e _
t:^ I
I I�� f ERiAtinq f-• '
y 5i Embonkmpnt pQ `Y �^!
Y �
A (�
O \G
J �gpFY
�! NOTES
IThe Conffacto IIwll rrwlnraln at
all time9 a minimum 4' baftom
1 do i—r dltah oCllaCant b tha Crpnn
Il nes o0 ihNe istlnq embankmonf.
To eoo..mo.+r 1
`-� / 1'RCSCNT MNn' US 9D 11T CONCRETE PAVEMENT
o 2ry
OCD
R R O510Ell
' gl Too of elopo d prolved
VIII ynbonAina�J II c lb—
6 Ih 11>c prvx+ 1 ntwNt-
� -- nKyO d 810. 1319x00.
Lo of RoeQ
G�aQe Vonea Max
DRAINAGE
LAYOUT OF INTERSECTION
OF PROPOSED LOCATION
WITH PRESENT HWY US 90
SCALE: 1'• 50'
�yp�.am 4 .
WEEr�AmQa
M�Ir�eo�ei V
1
Loaof Raul
SCCTION -A -A
TYPICAL INTERSECTION OF HWY. U.S.90
WITH LOCAL CROSS ROADS
STATION 1212-10
STAT1011 1222.95
STATION 1255-50
SCALE 1'.25'
�yp�.am 4 .
WEEr�AmQa
M�Ir�eo�ei V
1
' I �
P L A N V I E W
TYPICAL LAYOUT OF BRIDGE ENDS
SCALE: 1'• 40'.
NOTES
Th. water wog aroa br.fwu.n tau of 21 elopes
17mons opprooehea to bridgo d loco}form
within thfh. Ilmita Indicated bova, shall bo loft
clear and unobatru clod. Embantuvt.nt rr�atarlal,
ck or dab ria which to Permlit od to collect
m udo poalT 11hin iha Iimit7 9 iha watarw�y
o hall bo om Quad bC{oro O ep}o
PROPOSED BRIDGE LOCATIONS
STATION TO STATION
1131+ 25 —
1135+75
1183+ 20 —
1186.00
1205.00 —
1207.50
1241 + 60 —
1244.10
1272+ 20 —
1275-70
1287-00 —
1291-80
1302+80 LT. —
1304-801 -
1302+15 RT. —
1305.15RT
RLIN IVIC f -
lil v. /s!s/uoo.o�rn sa.
_ Cf6 OF E.I'CEP//ON
N NECNfS P/YEP EF/LY.'E-F!!la(!J I
7320
--
KI^nN n r
Di'.J6.SMLtaw lC MP.x ��
Jo bejeckedini p/dce
i
PLAN VIEW AT CULVERT ITES
SCALE: I'• 200 ----' ----
� t .
Pip. Orad. to be a.1ju efod to
:
Tlf diteli gr�da as datorminud
b tha En inoor
'
V
Minimum 2' do th
bokry bottom of exietlnq .-
S•�
I
co fo elo
•,
,1
I
_
50' 56'0'
STO. REINF. CONCRETE PIPE-------
EMBANKMENT
EXISTING EMBANKMENT
CROSS SECTION
AT CULVERT SITE
I"L'cx
STATION 1319.00 =
30"x 51 STD. REINF. CONC, PIPE CULVERT
STATION 1330+00 =
30'x56'-0"STD. REINF. CONC. PIPE CULVERT
SOALE: 1'• 5'
r
NOTES
.._'
h drouli dle lch� o mndth —lh
% o b-1Kthrough
o letlnq r dway bankment,mand1�-
aholl be loft In place upon
. plo tion of Hydra ullc mbankm ant
'
to ba ood — crone dro{na from
-
.0
tho ditch between . ietinq e+nbanN-.
t and nCw hydraulic omhc, k-
�d�t.
._
--
=u';�`
r
20 OpAHCE
V. 9
- — I SION B-7 I �
I
� �' k /pN B-/ •� gfnofes Lanforn
Ba k June/ S/riped ( or Pare
IR
PLAN --
Ib . e
S/�GN Be
yII ax. 2' � Marn Barrnrede Mwx.2;I{._ :e -as
I ~ Min. 24'Openrrtq_ SION B-4
o O �j'-- I •'� (A/so B•S ifrequirsd)
TYPICAL i i 4x,6.J'Poat
GATE CONSTRUCT/ONS
FOR BARRICADE A' i
mel"" ELEVA7701V
u
PrajeUa rkxed man Ira/rc e.ropf m•,alrrcfian shall BARRICADE "A"
have Barrie rMBafes and -0h.0 pane/.
/2=0'
6: 0- &Wth to be rrr d,; -e regu e�
BARRICADE 4 STAND
I
�
S 6 fa;/ for Use Standa-d Strip ds S/net pr iqo
/�.
� P..� bs rd oJ• d �an.al�ear on.
P•2w4
I
T
S/ON B•7
I
�111 VAT/ON
BARRICADE °F"
,O
s
P-1 •r
9' 13' 22' Sr 6• 45'
4td, 0' Mextmam
ir
1hr�ii a» silo mJy
LonJrrwe aJripes ofhersde
��J' ncd.•
m name d ier6on aho.rn
d.
FOR NARROW BRIDGE
STRIP/NG FOR SKEWED PANEL USUAL STRIPING
exB- epvh ,Joe
4:n•
-1
u
PANEL
STAND= ASSEMBLY -
BARRICADE "C°
z'
.'g �'1f •ep
�
� m
I I S/ON B•/ Q
® O I mrrf Wd•Ih f8i16�i�.1
S/ON B-2 PLAN 3,
S/GN B•7
Lu uu cSJON B•6 ""
BARRICADE 4 STAND
I
PL AN
S 6 fa;/ for Use Standa-d Strip ds S/net pr iqo
b� 4-. 4
� P..� bs rd oJ• d �an.al�ear on.
CORNER DETAIL
I
T
S/ON B•7
I
�111 VAT/ON
BARRICADE °F"
BARRICADE
"B"
P-1 •r
9' 13' 22' Sr 6• 45'
4td, 0' Mextmam
ir
1hr�ii a» silo mJy
LonJrrwe aJripes ofhersde
��J' ncd.•
m name d ier6on aho.rn
d.
FOR NARROW BRIDGE
STRIP/NG FOR SKEWED PANEL USUAL STRIPING
exB- epvh ,Joe
DETAILS OF STRIPING DETAIL5 BARRICADE. *F'
�0' ��1
4t� •b
2�G
P2xG • 5/P
i
ELEVAT/ON u
deNa each a.eb
BARRICADE "E"
BARRICADE "D" FOR USE ON C/TY STREETS ONLY
r -a layrArm &wo,2ark�m
%I in "ga»rib akAs 11 it s'Ara
5 /6:/6 cbdJsg - j
$
----- (br/erfcr bvttm o wt _
j' posts 2' //'-B- � z• w tx-
'p i :n -•Qr-_ of end and d:g+oaa.' sect'ona. !(i6 inxh ba✓/a
�''� 62 wt+Iiera � ELEVAT/ON
W c � ---��% i
End sectri»s Jo be airipedin 2'arn bac4 tut in delwwm endAOei/hl rrrv�r✓b ELEVAT/ON
CD � � I�' 9 I p �m v asmrdrrre wi/n LYiaih aJSlri f�c/e+n°^C° each /-Y.4' � I ! warn -I 2:4'nilh
[�� f CULVERT 'I �" /•P:a ej 3(bo7ra u'•
— E T CG AIC-vanfer
t �'� I•C a a:4'.6f Wxk. c - ---- ---- �= F ST E2.a 1 w,
L A
FOR OENLRAL USE 1r2�_.'. �9�
____ Use posts iruiead of y 'i.D- "' tr T vl v PLAN PLAN
FLAG STAND 'A FLAG STAND B
S�� fr�oi �Alsdrne � 2 /waMra41 (sem V' \
D /Marks .r�drdbc! -� r
bvHona nrpned ovary on M''�+r xro» jui'e� i 1'e414-Fbaf F/aga ah+// be ShteJ Mrfa/ ewrrN w:M l.Yd 7.1f/ecfiwMaferni/.
wadjarent foo Jn+.aMay �ti��u
PANEL FOR 'd• Bfy'D- COST II FOR *A ESD
4r 4' bJ- - A+fkdar Buffo" earh snob. TEXAS HIGHWAY DEPARTMENT
B bdf 7 b B4ockSYripe 6'
�•�V� Marin.rm post ,
spaug3oro6o BARRICADES 81 WARNING SIGNS
4ia fbtf ro as dreded
ti `+ Te bepaoed wf — SHEET I OF 2
Nshown an pv s a.
2216'
_ �� diractM /, ff.Eqrneer it BW -46 (I )
,6-
paii-.r tib on roadways -- -
r vjjxsnf to sApea or sim;A-f�,jards.
STAND FOR -B (OPTIONAL FOR POST POST BARRICADE
s-
sfanda when possible. ���_en
BARRICADE 4 STAND
® E.tend Barrica w slab of'app --g
QQ tra/Fic if crown wdfh requirsa.
2'.4'
S 6 fa;/ for Use Standa-d Strip ds S/net pr iqo
b� 4-. 4
� P..� bs rd oJ• d �an.al�ear on.
CORNER DETAIL
BARRICADE °F"
�
1.
P-1 •r
9' 13' 22' Sr 6• 45'
e'
ir
��J' ncd.•
MODIFIED STAND
FOR NARROW BRIDGE
STRIP/NG FOR SKEWED PANEL USUAL STRIPING
DETAILS OF STRIPING DETAIL5 BARRICADE. *F'
----- -- - -- - - - °`BZW-------- ---1
CONSTRUCTION
DRIVE CAREFULLY
TEXAS HIGHW# DEPARTMENT
B-1
8=G}'
r
EN ® CO-N$TRUC
,
B-2 ro
CONSTRUCTION
DRIVE CAREFULLY
B-3
a USE- MARKED ROUTE
RB -5 1
AGE
RB -5
K.
.n
,n
ROAD
MACHINERY
Q
AH �A,D' -
B-8
Bo' GENERAL A10r,S
1 Barrmnb ;9'sh.a'/ be sed far clos-0 the roaf Vo d/ Mvff q, o^ to
a// e—pt local truffnc. Barricade "D'sha / be used aJ endr ora//sectio}u
O of nqM gond to a// iralfic whnr cons/ Wim is in PW— or /w�a-d exist
,Q WA ' C H dem-rsfa B"ala// be used to proJKl and direct t Tfic at bg,nnrr� of
deAavrs within hiriifa ol'Bsricadnr '4'y'D' Barrrcaro6 •C'sha06e uind
',� M ,rofecl' Traffic and The wrk when a pytian of the roadbed is epm
Q To Traffic, and within fM /units of :4 " •D" Barricade F "sty// be I
used of nr/wrhr and br�vs where required by ./an,. Bxncade E"
F R steal/ b< ural only on city sVreets; far,
yq streets to traffic,
;� rKl%mJ afd a� GYf, p^ at adwxy warmu�pp m ltreeTJ �gwnar/iv� a cored
Q gene. Ba -r-& C' -h a/pgo-uh sl ndarefsigv may be svbsed ted fy'E"
S(4na B-/ and B -P shall be used aJ each end of a// l.rojeelr goon to
Q T R U� K S —1I C teas% and to ..A lenient Barr raohr 'A D a .r Stano4a d j
S' tbst BarricaoFs, and f/.igs aha// be used asrcqu ircd by plans y as
dueled by the E�inwer to pvTKf and
di
and
Bmncae6s, S4nJ and faq�oVs shall be s.—nhdace
.'T
by 14hfs .' .
�p ',ry es to not inhrRrc with the ins6//%ty of ref/ for buflonJ 'y rrf/ecfri
surf--, and /pthta Shall be mJl%Ita- d %n conlincout GOAVtM T J4].SlI
t. suer/se.
B — ^ Barric+c6s .sha// be constructed d'v , sound R.vnber cut to the
`�• nominal d inenskns shown on them detai/s and surfaced f.ro sighs. Birk=
cadas shall be of first-class wa-km.nship, and a// surfaces ibow&6-
s/a// be painted with an approved band of white paint to s — fAo-
rorgxh rowryye and a uniform white calx: /n no case sty// less than two c"ls
b& v -d rhe pint far b-,ka* strips (and Barricade f � eta// be an approwid
brand of Blots back paint app/ib To seCU4 uniform Cb,L
S� be coral ecfwd of m� /car of Ms./ Comex» YP w bethr surfml
ROAD tLC)SED-
L�r�uR
1
TOTHRU•
TRAFFIC
K.
.n
,n
ROAD
MACHINERY
Q
AH �A,D' -
B-8
Bo' GENERAL A10r,S
1 Barrmnb ;9'sh.a'/ be sed far clos-0 the roaf Vo d/ Mvff q, o^ to
a// e—pt local truffnc. Barricade "D'sha / be used aJ endr ora//sectio}u
O of nqM gond to a// iralfic whnr cons/ Wim is in PW— or /w�a-d exist
,Q WA ' C H dem-rsfa B"ala// be used to proJKl and direct t Tfic at bg,nnrr� of
deAavrs within hiriifa ol'Bsricadnr '4'y'D' Barrrcaro6 •C'sha06e uind
',� M ,rofecl' Traffic and The wrk when a pytian of the roadbed is epm
Q To Traffic, and within fM /units of :4 " •D" Barricade F "sty// be I
used of nr/wrhr and br�vs where required by ./an,. Bxncade E"
F R steal/ b< ural only on city sVreets; far,
yq streets to traffic,
;� rKl%mJ afd a� GYf, p^ at adwxy warmu�pp m ltreeTJ �gwnar/iv� a cored
Q gene. Ba -r-& C' -h a/pgo-uh sl ndarefsigv may be svbsed ted fy'E"
S(4na B-/ and B -P shall be used aJ each end of a// l.rojeelr goon to
Q T R U� K S —1I C teas% and to ..A lenient Barr raohr 'A D a .r Stano4a d j
S' tbst BarricaoFs, and f/.igs aha// be used asrcqu ircd by plans y as
dueled by the E�inwer to pvTKf and
di
and
Bmncae6s, S4nJ and faq�oVs shall be s.—nhdace
.'T
by 14hfs .' .
�p ',ry es to not inhrRrc with the ins6//%ty of ref/ for buflonJ 'y rrf/ecfri
surf--, and /pthta Shall be mJl%Ita- d %n conlincout GOAVtM T J4].SlI
t. suer/se.
B — ^ Barric+c6s .sha// be constructed d'v , sound R.vnber cut to the
`�• nominal d inenskns shown on them detai/s and surfaced f.ro sighs. Birk=
cadas shall be of first-class wa-km.nship, and a// surfaces ibow&6-
s/a// be painted with an approved band of white paint to s — fAo-
rorgxh rowryye and a uniform white calx: /n no case sty// less than two c"ls
b& v -d rhe pint far b-,ka* strips (and Barricade f � eta// be an approwid
brand of Blots back paint app/ib To seCU4 uniform Cb,L
S� be coral ecfwd of m� /car of Ms./ Comex» YP w bethr surfml
B-4 B-6
ryc�
ROS ® LOS E D'-_,-DEUR] ®ET -0U R
ry
RB -3 RB -4
cn al/ seek, a -,d &.posed mopes sgwre. S�gnt aha// Ar p.vinhd with a -i alp oared
brand of e,5d. paint (b/acX paint for /eifers7, ucepf fie/dt of Sit B -7,'B -d
and B-9 shall be Standard federal A//ow. All si(.pten shown as ref/% -
be ref/«tri�ied by auf/inirW Me Mfiers wilh re/%efy fwJJons, or by p vntir� .
maugb bac/�ound f approvd reflectiv maMria/. A// signsrc-
f/ecly buftonn sMs// be of taw-pIY lh`"tion of oa
me-rxh brs (face born
hyi3mfaof meta/, y of met / �d /umber.
SJripir� va-id /etfutir� stall be of fest-dau.workman,Nip aqunafent to
Thal of Nphway LyparJment st noLr.-H s�,•is. 1,He and numerals sly// b@ S- -
./ r io S O. S ardarda as s/xxvn by Manua/ of /nstrudiona, Mainlenaxe, ✓o% 4,
part /, 1946. Clear roll -t— buttons of approved qua/ify and:ane;/a/finoh sJ
sha// bo plod as required by det i/s. BuNon goacirg in letters aha// not er2"de
/� ix/ua center to center.
Barrrcrobs de &md for movir� .vid reuse, ercept •C'ax/ E "s/a// be erected with
bots. The qul Jvdcly sha// maintain each barricade ard s&n in a condition eqw/
to tAaf inquired 69 these aCtlil,
.S .
•ry 4i4'
TEXAS HIGHWAY DEPARTMENT
— Q
j acrd« BARRICADES &WARNING SIGNS
P'4 ' SHEET 2 OF 2
•y �
Q /Rt d 4 BW -46 (2)
POST FOR ,6.7 STAND FOR B -s �, p -p —
}
L�r�uR
1
B-4 B-6
ryc�
ROS ® LOS E D'-_,-DEUR] ®ET -0U R
ry
RB -3 RB -4
cn al/ seek, a -,d &.posed mopes sgwre. S�gnt aha// Ar p.vinhd with a -i alp oared
brand of e,5d. paint (b/acX paint for /eifers7, ucepf fie/dt of Sit B -7,'B -d
and B-9 shall be Standard federal A//ow. All si(.pten shown as ref/% -
be ref/«tri�ied by auf/inirW Me Mfiers wilh re/%efy fwJJons, or by p vntir� .
maugb bac/�ound f approvd reflectiv maMria/. A// signsrc-
f/ecly buftonn sMs// be of taw-pIY lh`"tion of oa
me-rxh brs (face born
hyi3mfaof meta/, y of met / �d /umber.
SJripir� va-id /etfutir� stall be of fest-dau.workman,Nip aqunafent to
Thal of Nphway LyparJment st noLr.-H s�,•is. 1,He and numerals sly// b@ S- -
./ r io S O. S ardarda as s/xxvn by Manua/ of /nstrudiona, Mainlenaxe, ✓o% 4,
part /, 1946. Clear roll -t— buttons of approved qua/ify and:ane;/a/finoh sJ
sha// bo plod as required by det i/s. BuNon goacirg in letters aha// not er2"de
/� ix/ua center to center.
Barrrcrobs de &md for movir� .vid reuse, ercept •C'ax/ E "s/a// be erected with
bots. The qul Jvdcly sha// maintain each barricade ard s&n in a condition eqw/
to tAaf inquired 69 these aCtlil,
.S .
•ry 4i4'
TEXAS HIGHWAY DEPARTMENT
— Q
j acrd« BARRICADES &WARNING SIGNS
P'4 ' SHEET 2 OF 2
•y �
Q /Rt d 4 BW -46 (2)
POST FOR ,6.7 STAND FOR B -s �, p -p —
t
0r Mn dAman A," o"
M M A1TA •iar ae`/an }d--(•M—tAM
Iw b
FILL
a, &1 WMges p,m Abrbr m bI d
slow. mIYI •�••es�'-O'aa. Lwrw
MpArm NO A. o• m IAI EnpiMer
ay eaKl.
b
rd'fHW� �
1vr
LEVEL sEcricw oR wr - !•
MAxl lae roldRD/rc/n Meat 0•
d e nrsrol•, pe*-• AWaA• w Aw
Iw7 pyl A -w w oa•rnW awroeY i I
ms slgelone�. Abrbr „' l `
M pArnen Atn aewAw wl/ a (�:
WeMea � 7i
I I
JL
commTE
FEDERAL AID MARKER POST
Atrins sMRMmaHepoAlAx.e A4 ow. -.a. mere.v�v
we.,e d wi Eparol Alm F/ rloeH
IAS A.Avf .,Wrl b lM ta•M�aA- llwssmry.
w yaodre/..v, ro IM traes par/m•ellA/oap) M AYs.i4e/
Enpmp Ooro Av WHned •pd IaAwO anw,mwp oppGao/tu.
aWb saWl M arewr mnermr wer Meomnl IAA•!•re ('!':
Ae rw»Iwwnp Mn aMO M,
W, 4-.0
110ve mW nwHrgb
.-We
MO ii M'n4A•,T aMpbmp p0ab NO
MaeW See uulp/bp a/Oa swbrJ 1MOLe M.siOIM w p0liJ/ery .
b! b ebm• IANlo� d A4 roehAel, Som w OVId NwpInIAAG
n a
tv r
•tarp aA�.a M. '°�
uwee
Lae ;
w a
n
RAR BEYGMG F- y
DIAGRAM I.
RIGHT-OF-WAY MARKER - TYPE I
r,loI RVa-wo7a jws sM/I Mr ,j, tnnvH, as sMu
M w1H/He m erWirwoae powb b M OtplA, awa, m,e pNmn
NleO/Atom q IM EnpinHr
a
IMi YMmeIrWeaeMi7 M•wPOM umd wo.
~Mm L?,d,.0ee A/ M E,pM.
SECTION THRU TOP Of MARKER
W1.1" f, ISI
;V�
H
I
TOP VIEW OF MARKER
RIGHT-OF-WAY MARKER - TYPE II
IIp // RiQnnd-IIq mm atoll1w pwr e a pbt+ m,ir h oeAaavw
A➢b IMAM lollb mnd I— low pe *eWditWAlbEv—
Q'•!1M Arab WMII M a Ar[Ai//elepl Brom Aannp MAY/A•urp ear•pATiIMe:
ca o.. 65:, !- Ax, !.w a rl+c ax. £sn.Axa, A.- rmlwY ,MOM mvaa b
elom,Ge.a elanw b• M Av �aa4 AI.Aw .A:Gt waM AeaM •W nwa.edrr
Miva d aM•l,Arro/ or ova aumAAV w WA1 714 rop purl d /M A,m4r orowe
M A -C. ails a -AW dI a allow bow/(..4 IM bwn ML wllQ/ bm%a}IJ
b lrI Cw /Al, •mMpl eAA,yr w f—,.1. b /& E•eH1•i
A/Hr M roY�•H Ma wte xi f4 M Ee -,*. bl~
Www- e•ro Lm, h, ob'aw w a im. pvMly M loots merawp /aloe! AKAAw d
R:pM•d-Mb7 tw w M Orplon a0s1.
SECTION AA
ao•n saner
L�r
CROSS SECTION
THRU MARKER
RAL ROES:
A
n.r.r r eft n .,WAWA,oMe..H Araw..yu,aaor
Mw Ap,vA w M Aloral/I web ••iw/.
sA.we AFup d[oanH ASI
n.ggniw ap ebar.wb/uewr b d L%M••l•"
IA..onpMvwMeetlweM'MbArvw/wk.-d"
ti, evpWw•e m plooraWew Hr !II d a sr•e✓KoaAes, WbO
brormewAW pt•se Ar R/m'd•M AbAr•(LM
-eyra"a7
VIftioieY AI dl -.AK ��La W+dWaia'mMa
TEXAS HIGHWAY DEPARTMENT
RIGHT-OF-WAY
a ,.
PROJECT MARKERS
M-47