muskogee county...control sub = 3.035 & begin project end incidental construction! us-62 sta....

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