CONTROL SUB = 3.035
& BEGIN PROJECT
END INCIDENTAL CONSTRUCTION
! US-62 STA. 403+00.00
10
80
RO
AD
WA
Y
DESI
GN
STATE OF OKLAHOMADEPARTMENT OF TRANSPORTATION
PLAN OF PROPOSED
SCALES
PLAN
PROFILE HOR.
VER.
LAYOUT MAP
1''
09-06-16
TR
AFFIC
DESI
GN
THE FOLLOWING STANDARD DRAWINGS WILL BE REQUIRED
ROADWAY TRAFFIC
1'' = 50'
1'' = 50'
1'' = 5'
1'' = 3,275
U.S. HIGHWAY
MUSKOGEE COUNTY
STATE JOB NO. 27956(04)
P.E.
NO : 27956(0
1)
U.S HIGHWAY 62
56
213
87
121110
17181315
14
2024
221923
POP. 4154
FORT GIBSON
62
US-62 CONTROL SECTION NO. 62-51-06SH-10 CONTROL SECTION NO. 10-51-28
US-62
ROADWAY LENGTH
(EASTBOUND & WESTBOUND)
BRIDGE LENGTH
PROJECT LENGTH
SH-10
ROADWAY LENGTH
BRIDGE LENGTH
PROJECT LENGTH
TOTAL PROJECT LENGTH
20,825.00 FT. 3.944 MI.
000.00 FT. 0.000 MI.
3.944 MI.
2,450.00 FT. 0.464 MI.
000.00 FT. 0.000 MI.
0.464 MI.
4.408 MI.
WB-! SURVEY STA. 505+23.00 TO STA. 506+97.00
EB-! SURVEY STA. 504+74.00 TO STA. 507+05.00
WB-! SURVEY STA. 434+47.00 TO STA. 436+43.00
EB-! SURVEY STA. 434+50.00 TO STA. 436+44.00BRIDGE EXCEPTIONS :
EQUATIONS : NONE
R 19 E R 20 E
EW 85
EW 84
TO MUSKOGEE
EW 83
EW 82
EW 81
NS 4
34
NS 4
35
NS 4
36
NS 4
37
NS 4
38
NS 4
39
TO TAHLEQUAH
T 15 N
TO BRAGGS
INDEX OF SHEETS
FLEX ESALS20yr
US-62 DESIGN DATA
SH-10 DESIGN DATA
20yr FLEX ESALS
THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, JANUARY 4, 2010.
2009 OKLAHOMA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-ENGLISH GOVERN, APPROVED BY
X
+2% -2%
PRES. R/W
R/W
PROPOSED ROAD
RANGE & TOWNSHIP
SECTION LINES
QUARTER SECTION LINES
FENCES
GROUND LINE
EXISTING ROADS
BASE LINE
GRADE LINES
TELEPHONE & TELEGRAPH
POWER LINES
BUILDINGS
DRAINAGE STRUCTURES - IN PLACE
DRAINAGE STRUCTURES - NEW
RIGHT-OF-WAY LINES - EXISTING
RIGHT-OF-WAY LINES - NEW
CONTROLLED ACCESS
RIGHT-OF-WAY FENCE
RAILROADS
OILWELL
LOCATION MAP
CONVENTIONAL SYMBOLS
SEE SURVEY DATA SHEETS
FOR SURVEY CONTROL DATA,
MUSKOGEE COUNTY US-62
SHEET NO. 1SWO 4889(1)
CHIEF ENGINEER
BY
DATE APPROVED
DEPARTMENT OF TRANSPORTATION
OKLAHOMA
DIVISION ADMINISTRATOR
BY
DATE APPROVED
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
= 2.07M
= 3.84M
OKLAHOMA DEPARTMENT OF TRANSPORTATION
FED. ROAD
DIST. NO.
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSSTATE
REVISIONSDESCRIPTION DATE
6 OKLA.
JOB PIECE NO.
SQ
UA
D S
UP
ER
VIS
OR : S.
WIL
LIA
MS
PR
OJE
CT E
NGIN
EE
R : J. S
HO
RT, P.E.
V = 55MPH
T}(% ADT) = 7%
T (% ADT) = 13%
T (% DHV) = 10%
D = 63%
K (DHV/ADT) = 10%
DHV (2-WAY) = 3,409
ADT 2036 = 34,094
ADT 2016 = 24,832
V = 65MPH
T}(% ADT) = 7%
T (% ADT) = 13%
T (% DHV) = 10%
D = 63%
K (DHV/ADT) = 10%
DHV (2-WAY) = 328
ADT 2036 = 3,277
ADT 2016 = 2,388
FEDERAL AID PROJECT NO. ACSTP-251B(058)SS
PROJECT NO. ACSTP-251B(058)SS
PM4-1-01
PM3-1-02
PM2-1-01
PM1-1-02
TCS21-1-02
TCS20-1-00
TCS19-1-01
TCS18-1-01
TCS15-1-00
TCS14-1-00
TCS11-1-01
TCS10-1-00
TCS9-1-01
TCS8-1-00
TCS7-1-02
TCS6-1-02
TCS5-1-00
TCS4-1-01
TCS3-1-01
TCS2-1-00
TCS1-1-01
FGS1-1-00
SSA2-1-00
SSA1-1-00
SSP1-1-02
GMS1-1-00
SBS3-1-00
SBS2-1-00
SBS1-1-00
MSD5-1-00
MSD4-1-00
MSD3-1-01
MSD2-1-00
MSD1-1-00
WSD3-1-00
WSD2-1-00
WSD1-1-00
RSD2-1-00
RSD1-1-00
MOD3-1-00
MOD2-1-00
MOD1-1-00
PM6-1-00
ROADWAY DESIGN DIVISION
OKLAHOMA DEPARTMENT OF TRANSPORTATION
PREPARED BY:
DATE
BUCHANAN
SETH
OKLA. REG. NO. 28068
SETH BUCHANAN , P.E. 28068
RE
GIS
TE
RED
PROFE
OKLA
SSIONA
L E
NGIN
EER
HOMA
TEWD1-2-00
SCD1-1-00
SPD1-1-00
HLD2-2-00
PPD1-2-00
GMF1-2-00
PBD1-1-00
CCD2-1-00
CCD1-1-00
TSSP1-1-00
CC1-1-00
CFD1-2-00
PWD1-2-00
TSSS1-1-00
SNS1-1-02
ID2-1-00
ID1-1-00
SA1-1-02
PMAP1-2-00
SPA1-1-00
FGS2-1-01
SUEL4-3-2
SUEL1-3-2
RWF3-2-2
RWF2-2-1
PDT-1-3
DC-3-2
RDI-3-1
MI-3-0
PUD-3-2
SBI-4-2
FHTCP-3-1
FHTMPP-1-0
SPB-1-4
SPI-4-1
SMD-3-1
CET4D-3-2
CET4S-3-2
PSE-1-0
TRFD-1-2
TSD-2-0
TSC2-3-2
GRADE, DRAIN, SURFACE & INTERSECTION MODIFICATION
1 7/28/16REVISED PROJECT DESCR
1
2-MILE RD CROSS SECTIONS
WILLEY RD CROSS SECTIONS
FRONTAGE RD CROSS SECTIONS
SH-10 CROSS SECTIONS
US-62/2-MILE RD CROSS SECTIONS
US-62/WILLEY RD CROSS SECTIONS
US-62/GEORGETOWN RD CROSS SECTIONS
SIGN DETAIL
SIGN SUMMARY
TRAFFIC CONTROL DETAIL
SHEET DELETED
TRAFFIC CONTROL DETAIL
WIRING DIAGRAM
PAVEMENT MARKING PLAN
PHASE & SEQUENCE
TRAFFIC SIGNAL PLAN
2-MILE RD PLAN AND PROFILE SHEETS
WILLEY RD PLAN AND PROFILE SHEET
FRONTAGE RD PLAN AND PROFILE SHEET
SH-10 PLAN AND PROFILE SHEETS
US-62 PLAN AND PROFILE SHEETS
KEY MAP
MASS DIAGRAMS
2-MILE RD INTERSECTION DETAIL
US-62/SH-10 INTERSECTION DETAIL
SH-10/FRONTAGE RD INTERSECTION DETAIL
EROSION CONTROL DETAIL SHEETS
PHASING DETAIL SHEETS
SURVEY DATA SHEETS
STORMWATER MANAGEMENT PLAN
DRAINAGE AREA MAP
TRIPLE PIPE CULVERT END TREATMENT DETAIL
SUMMARY SHEET (ROADWAY)
SUMMARY OF PAY QUANTITIES & NOTES (TRAFFIC SINGAL)
SUMMARY OF PAY QUANTITIES & NOTES (TRAFFIC)
SUMMARY OF PAY QUANTITIES (ROADWAY)
TYPICAL
TITLE
X88-X100
X78-X87
X67-X77
X47-X66
X22-X46
X13-X21
X1-X12
88
87
85-86
84
77-83
76
72-75
71
70
68-69
67
66
63-65
57-62
56
51-55
50
49
48
41-47
35-40
17-34
16
15
14
11-13
10
9
8
2-7
1
9/6/16REVISED INDEX2
2
DESIG
N M
EM
BE
RS:
DESIG
N S
UP
ER
VIS
OR:
D.
WIN
NE
NGIN
EE
RIN
G M
AN
AG
ER: S. B
UC
HA
NA
N, P.E.
J.
WIL
MO
T,
W. S
TR
ON
G, S.
MO
RE
NO
A. LE
BS
AC
K,K N
EFT
ZG
ER, N. C
LA
RK
M. A
BB
OT
T, J. J
OS
LIN, J.
MIL
RO
Y
INCIDENTAL CONSTRUCTION
END PROJECT & BEGIN
! US-62 STA. 611+25.00
BEGIN INCIDENTAL CONSTRUCTION
! US-62 STA. 398+00.00
BEGIN FRONTAGE RD. CONSTRUCTION
CRL FRONTAGE RD STA. 986+25.00
CONTROL SUB = 20.90
INCIDENTAL CONSTRUCTION
END PROJECT & BEGIN
! SH-10 STA. 221+50.00
END INCIDENTAL CONSTRUCTION
! SH-10 STA. 226+50.00
END INCIDENTAL CONSTRUCTION
! US-62 STA. 616+50.00
9/6/2016