13-A US 271 South Widening
MEMORANDUM
DATE:
Ernie Clark, Interim City Manager
Shawn Napier, P.E. ~ Engineer / Director of Public Works
February 6, 2007
TO:
FROM:
SUBJECT: U.S. 271 South Widening
The Texas Department of Transportation (TXDOT) has plans to widen U.S. 271 South,
from Loop 286 through Pattonville to County Road (CR) 15400. A location map is included that
shows the proposed construction area and the four typical sections. Also included is a detail of
typical section one and two. Typical section one shows a five lane section and typical section
two show a four lane divided section. The two sections will be transitioned just east of airport
road (F.M. 1508). The scheduled letting date is May 2009.
The first phase for TXDOT will be generating a working schematic (preliminary plan);
they hope to have this accomplished by August 2007. The next step will be preparing a Right-
of-Way (ROW) map; this will show all of the property owners and the amount of land that needs
to be purchased to widen the roadway. The ROW map will take approximately six months to
complete. The City of Paris will be responsible for 10% of the cost of purchasing new ROW.
TXDOT will estimate the ROW cost and give us a rough estimate of how much money we will
need to budget for this project. Given the current time line we would not need to budget the
money until the 2007-2008 budget.
Memo - TXDOT Hwy 271 South Widening 2-1-07
r" .
STATE OF TEXAS
TEXAS DEPARTMENT OF TRANSPORTATION
) 0 (
HIGHWAY LOCATION MAP
CONTROL: 0221-01-058
COUNTY: LAMAR
HIGHWAY: US 271
TYPE: WIDEN NON-FREEWAY
L I M ITS: FROM: L P 286
BEG I N PROJECT: TO: CR 1 5400
STA. 462+00
C S J: 0221 - 0 1 -058
TYPICAL
SECITON 1
TYPICAL
SECITON 2
END PROJECT:
STA. 1091+00
CSJ: 0221-01-058
~ I ?
$cale i1 Miles
~
~
TYPICAL
SECITON 3
TYPICAL
SECITON 4
IT I
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~I' USUAL ADDITIONAL RO.~t:::: RO.W. 50' USUAL 100' MAX :;; ~:::: ROW. 50' USUAL 100' MAX -,- .
3' I LP 286 TO FM 1508' I 40' Asph. cone. Pavm't (2')( TY C) I U-' ~tlb I U r M I ;;vu I 3'
~ I 4~-6 AsP~ ~tab. B,ase (3 ,l, \ ~
8 LAN ' W
~ ~
o 0
~ "~
o I' AV9' 9 Flex Base . I 0
g:: Avg. 9" Flex Base I 2' HMAC \ g::
I 2" TY C A,SPh. cone. Pavm't Approx. 4Yz"-12" Asph. Mat'l.
3" Asph. Stab. Base 9"-6"-9" Cone. Pavm'!.
I EXISTING TYPICAL SECTION I
l I 82' USUAL 11 82' "'N - 200' MAX) J
I I
I
84' D-GR HMA
ill'
I tJtllity
,corridor
40' SEAL CQA T .
22'-2"
D-GR HMA
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SEAL 8. ASPH\'
22'-8" .
FLEX BASE
12'
Lane
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1 2' :;; I C I 6' :;; I C I 2'
Lane I CTWL TL I Lane
2" D-GR HMA (TY D)
6" D-GR HMA (TY Bl
PRIME COAT (MC-30)
I 4" FLEX BASE
THIS SECTION USES THE.. EXISTING <L
AS THE PROPOSED It. 8. PGL
6" D-GR HMA (TY B)
PRIME COAT (MC-30)
I 4" FLEX BASE
PROPOSED TYPICAL SECTION
MULTILANE RURAL
5- LANE
.-.-_................."'-'\.\
-- ~\
~ \.
;' P.E. SEAL II
~ REQUIRED I,
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I Texas Deportment of Transportatlc
@20C
FED. Rq1 PROJECT NO. 'ISHE
OIV. NO. Ne
6 T HP 1311 (1 ) \
ST ATE OIST. COUNTY
TEXAS 01 LAMAR
CaNT. SECT. JOB I HIGHWAY N
0221 01 058 I US 27
FROM LP 286 TO FM I 508
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EXISTING PROPOSED
ROArjJ:AY 70' AVFRAGF BAS';' LINE
R.0.w. 50' USUAL 1 00' MAX ::: I c R.O.W. 50' USUAL I 00' MAX . I
PROPOSED 40' D-GR HMA
40' ASDh. cone. Povm't
40'-6" ASDh. Stab. Base
8' 12' I 12' 8'
Shldr I cLone::: i .cLone >I~dr
Is:
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(f)
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Ayg: 9" Flex Base
2" TY C Asph. cone, Povm't
3" Asph. Stob. Base
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x
w
'Avg. 9" Flex~ Base
12" HMAC
Approx. 4!j2 "-I 2" Asph. Motl
9"-6"-9" Cone. Povm"t.
2" D-GR HMA (TY DJ
EXISTING TYPICAL SECTION
FROM STA 556+00 TO STA 829+75
ROW 120' USUAL (MIN. I 16')
ROW 135'
I
I
i
30' II Shldr
Clear Zone
CDPHASE I TYPICAL
PROPOSED ULTIMATE TYPICAL SECTION
FROM FM 1508 TO PATTONVILLE
. FROM STA 556+00 TO STA 852+00
SECTION 2
----""'-\.\
.:- ..... \\
f" .... P:E. SEAL '. '"
f.: REQUIRED ..... II,
NARY
~
I Texas Deportment of Transportation
~ 2006
m:~g:j PROJECT NO. ISHEET
NO.
6 I HP 1311 (1) I
STA TE DIST. COUNTY
TEXAS 01 LAMAR
CONT. SECT. JOB I HIGHWAY NO.
U)11'JIIIALLT c:.. LA1\lt.. IV ~ L..........I'H_ .....V'"y'-"............... 0221 01 058 I US 271