Post on 09-Jun-2020
P.E. N
O: 2
1860(0
1)
LOGAN COUNTYCONTROL SECTION NO:. 33-42-06
STATE JOB NO. 21860(04)
SH-33 0001
ACSTP-242C(046)SS
LOGAN
STATE HIGHWAY
STATE OF OKLAHOMA
DEPARTMENT OF TRANSPORTATION
PLAN OF PROPOSED
FEDERAL AID PROJECT NO. ACSTP-242C(046)SS
BRIDGE AND APPROACHES
STATE HIGHWAY 33
BRIDGE "A" LOCATION NO. 4206 1442X
RO
AD
WA
Y D
ESIG
NT
RA
FFIC
DE
SIG
N
1''
2514.33 FT. 0.476
0.318
MI.
MI.
MI.0.794
1681.67
STA.1561+00.56 BK. = STA.1560+99.73 AHD.STA.1537+00.22 BK. = STA.1537+00.00 AHD.
THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, JANUARY 4, 2010.
2009 OKLAHOMA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION GOVERN, APPROVED BY
LOCATION MAP
1'' = 5,280'
1'' = 10'
1'' = 100'
1'' = 100'
SCALES
PLAN
PROFILE HOR.
VER.
LAYOUT MAP
FT.
V
T³(% ADT)
T (% ADT)
T (% DHV)
D
K (DHV/ADT)
DHV (TWO-WAY)
ADT 2036
ADT 2016
20 YR = 6.94M
RE
GIS
TE
RED
PROFE
OKLA
SSIONA
L E
NGIN
EER
HOMADATE
DEPARTMENT OF TRANSPORTATION
DEPARTMENT OF TRANSPORTATION
OKLAHOMA
FEDERAL HIGHWAY ADMINISTRATION
DATE APPROVED
BYBY
DATE APPROVED
CHIEF ENGINEER DIVISION ADMINISTRATOR
COUNTY HIGHWAY SHEET NO.
SWO PROJECT NO.
BRIDGE DESIGN DIVISION
OKLAHOMA DEPARTMENT OF TRANSPORTATION
PREPARED BY:
BRID
GE
DE
SIG
N
PROJECT LENGTH BASED ON CRL STATIONING
BEGIN PROJECT
END INCID. CONST. &
STA. 1519+39.00
BEGIN INCID. CONST.
STA. 1515+00.00
END INCID. CONST.
STA. 1564+00.00
BEGIN INCID. CONST.
END PROJECT &
STA. 1561+35.00
TO LANGST
ON
N
16
T
NS 3
15
TO E
DM
ON
DR 2 W
POP. 10,191
GUTHRIE
R 3 W
NS 3
10
EW 080
TO KI
NGFISHER
EW 077
A
BNSF
CR.DONWOOOTTC
TO M
UL
HA
LL
77
35
77
33
NO. 13.91
CONTROL SUB-SECTION
TO P
ER
RY
87
1615
34
9 10
13
1 6 5
1718
12
HERNANDEZ
CHARLES
JUSTIN
22341
OKLA. REG. NO. 22341
JUSTIN CHARLES HERNANDEZ , P.E.
E
NGIN
EE
R : C.
MA
CH
EB
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E
NGIN
EE
R : G. T
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AN
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ER: J. H
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SQ
UA
D S
UP
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OR:
M. P
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RS
ON
SQ
UA
D S
UP
ER
VIS
OR : S. G
RE
EN
PR
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CT E
NGIN
EE
R : E. E
LD
ER, P
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UP
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OR : B. A
BR
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AM
PR
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NGIN
EE
R : T.
MA
AR
OU
F, P
E
X
+2% -2%
PRES. R/W
R/W
R/W
ROADWAY LENGTH
BRIDGE LENGTH
PROJECT LENGTH
EQUATIONS :
EXCEPTIONS : NONERIGHT-OF-WAY FENCE
CONTROLLED ACCESS
RIGHT-OF-WAY LINES - NEW
RIGHT-OF-WAY LINES - EXISTING
DRAINAGE STRUCTURES - NEW
DRAINAGE STRUCTURES - IN PLACE
OILWELL
BUILDINGS
TELEPHONE & TELEGRAPH
POWER LINES
GRADE LINES
BASE LINE
EXISTING ROADS
FENCES
GROUND LINE
SECTION LINES
QUARTER SECTION LINES
RANGE & TOWNSHIP
RAILROADS
PROPOSED ROAD
CONVENTIONAL SYMBOLS
FLEX ESALS
DESIGN DATA
EXISTING NBI NO. 05047; NEW NBI NO. 31475
BRIDGE "A"
FOR INDEX OF SHEETS AND STANDARDS, SEE SHEET 0002
SEE SURVEY DATA SHEETS
FOR SURVEY CONTROL DATA,
= 45MPH
= 6%
= 11%
= 9%
= 55%
= 11%
= 924
= 16,800
= 12,000
END BRIDGE STA: 1555+34.11
BRIDGE LENGTH: 1681.67'
BEGIN BRIDGE STA: 1538+52.45BRIDGE "A"
SWO-4432(1)
8/19/2016