Plan_Sheets.pdf

STATE

OF

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

PROJECT

LOCATION

INDEX OF SHEETS

R 5 E

STORM WATER PERMIT

CR T238 NORRIS PEAK ROAD

ADT (2013)

ADT (2033)

DHV

T DHV

D

T ADT

V 25/45 MPH

7.4%

3.4%

50%

GROSS LENGTH

LENGTH OF EXCEPTIONS

NET LENGTH

23350

22842

508 FEET

FEET

FEET MILES

MILES

MILES0.096

4.326

4.422

HARDING

PERKINS

BUTTE

MEADE

CORSON

ZIEBACH DEWEY

LAW

RENCE

PENNINGTON

CUSTER

FALL RIVER

OGLALA LAKOTA

BENNETT

JACKSON

HAAKON

STANLEY

JONES

MELLETTE

TODD

TRIPP

GREGORY

CHARLES MIX

BRULE

LYMAN BUFFALO

HUGHES

SULLY

POTTER

WALWORTH

CAMPBELL McPHERSON

EDMUNDS

FAULK

HYDE HAND

BROWN

SPINK

BEADLE

JERAULD

AURORA

DOUGLAS

HUTCHINSON

BON HOMME

YANKTON

CLAY

UNIO

N

LIN

COLN

TURNER

MINNEHAHA

McCOOK

HANSON

DAVISON

SANBORN

MINER LAKE

MOODY

BROOKIN

GS

KIN

GSBURY

HAMLIN

DEUL

CODINGTON

CLARK

GRANT

ROBERTS

MARSHALL

DAY

Major Receiving

Body of Water: Bogus Jim Creek

Area Disturbed at Grading Area STA 140+92 to STA 146+00: 1.15 Acres

Area Disturbed at Merchen Road: 0.08 Acres

Total Project Area: 1.23 Acres

Approx. Begin Nemo Road STA 5+00 Lat/Long: 44.1426/103.4500

Approx. Begin Norris Peak Road STA 5+00 Lat/Long: 44.0836/103.4375

MINOR GRADING, ASPHALT CONCRETE SURFACING,

PAVEMENT MARKING, GUARDRAIL & PERMANENT SIGNS

PCN 049T

PROJECT PH 0041(148)

NORRIS PEAK ROAD AND

NEMO ROAD

PENNINGTON COUNTY

STATE OF SOUTH DAKOTA

DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED

CR T234 NEMO ROAD

ADT (2013)

ADT (2033)

DHV

T DHV

D

T ADT

V 50 MPH

7.4%

3.4%

50%

DESIGN DESIGNATION

BEGIN WORK NORRIS PEAK ROAD

(COUNTY ROAD T238)

STATION 5+00

T 2 N

BEGIN WORK NEMO ROAD

(COUNTY ROAD T234)

STATION 5+00

T 2 N

R 6 E

LAWRENCE COUNTY

MEADE COUNTY

END WORK NEMO ROAD

(COUNTY ROAD T234)

STATION 119+19

END WORK NORRIS PEAK ROAD

(COUNTY ROAD T238)

STATION 238+50

NORRIS PEAK ROAD

GRADING AREA

STATION 140+92 TO

STATION 146+00

SURFACING/SHAPING

AT MERCHEN ROAD

TITLE SHEET AND INDEX OF SHEETS

SD FLAP CR223801(1)

Norris Peak Road X1 X53

33 28 21 16

2536 24

T2N R6E

T2N R5E

T2N R6E

T2N R5E

238+50.05

5+

121+00.17

STATE

OF

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

N o r r i s

P e a k

N o r r i s

P e a k

R o a d

N e m o

R o a d

N e m a d

H i g h w y

J o h n s n

S d i n g

B o g u s

J a d

Log Porch Road

Merchen Road

Hazel Lane

R o a d

CURVE AT STATION 143+00

STA 140+92 TO

STA 146+00

Roadway Regrading

Merchen Road

Pave Approach

STA 5+00.00

BEGIN PROJECT

(NORRIS PEAK ROAD)

STA 238+49.98

END PROJECT

(NORRIS PEAK ROAD)

5+00.00

BEGIN PROJECT

(NEMO ROAD)

NOTES:

NORRIS PEAK ROAD

STA 140+92 TO STA 146+00 ROADWAY REGRADING

STA 220+45 PAVE MERCHEN ROAD APPROACH

STA 121+00.17

END PROJECT

(NEMO ROAD)

G e a r

B u l e v a r d

Guardrail

Work

Guardrail

Work

PROJECT LAYOUT

NEMO ROAD

STA 7+85 L REMOVE AND RESET W-BEAM GUARDRAIL

WITH NEW POST AND BLOCK AND NEW END TERMINALS

STA 24+15 L REMOVE AND RESET W-BEAM GUARDRAIL

WITH NEW POST AND BLOCK AND NEW END TERMINALS

CONNECT GUARDRAIL SECTIONS TOGETHER

NEMO ROAD

STA 77+80 R INSTALL NEW W-BEAM GUARDRAIL AND END TERMINALS

STA 105+00 R REMOVE AND REPLACE GUARDRAIL WITH NEW POST AND

BLOCK AND NEW END TERMINALS

Norris Peak Road X2 X53

CONTROL DATA

The coordinates shown on this sheet are based on the South Dakota State Plane Coordinate System. South Zone (NAD 83/2011);

Geoid 12A; Combined SF = 0.999728339

The elevations shown on this sheet are based on NAVD 88.

PROJECT STATE

SOUTH

DAKOTA

SHEET

TOTAL

SHEETS

HORIZONTAL AND VERTICAL CONTROL POINTS

POINT STATION OFFSET DESCRIPTION NORTHING EASTING ELEVATION

SOUTH AB OFF SITE NGS PID AC7983 @ Pactola Dam 648614.195 1140638.881 4640.877

RCPC 4 OFF SITE Rapid City Primary Control #4 NGS PID#AI7535 669124.460 1170622.600 4180.210

RCPC 3 OFF SITE Rapid City Primary Control #3 NGS PID#AI7534 646419.620 1158985.180 4185.690

CP 1 NPR 84+63 30.6 L #5 Rebar and Plastic Cap “Control Point” 659004.589 1154446.909 4733.228

CP 2 NPR 219+57 28.5 R #5 Rebar and Plastic Cap “Control Point” 668269.128 1159467.852 4211.061

CP 3 NR 25+64 31.3 R #5 Rebar and Plastic Cap “Control Point” 672648.512 1153415.910 4302.635

CP 4 NR 74+69 23.0 R #5 Rebar and Plastic Cap “Control Point” 670989.890 1156839.345 4227.557

Norris Peak Road X3 X53

Norris Peak Road X4 X53

33 28 21 16

2536 24

T2N R6E

T2N R5E

T2N R6E

T2N R5E

238+50.05

5+

STATE

OF

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

N o r r s e a k

N o r r i s

P e k a d

N e m o

R o a d

N e a d

H i g h w

J o h n s d i n g

B o g u s

J a d

Log Porch Road

Merchen Road

Hazel Lane

R o a d

STA 5+00.00

BEGIN PROJECT

(NORRIS PEAK ROAD)

STA 238+49.98

END PROJECT

(NORRIS PEAK ROAD)

5+00.00

BEGIN PROJECT

(NEMO ROAD)

G e a u l e v a r d

FIXED SIGN LAYOUT

NOTE:

SIGN LOCATIONS ON THIS PLAN ARE DIAGRAMMATIC. FINAL LOCATIONS

SHALL BE COORDINATED WITH THE ENGINEER IN THE FIELD

G20-2

G20-2

G20-2

G20-1

W

TRAFFIC CONTROL

PER DRAWING

635-8

G20-1

W

G20-1

W

G20-1

W

Norris Peak Road X5 X53

Norris Peak Road X6 X53 mschille Text Box August 19, 2015 mschille

STA 220+00 EROSION AND SEDIMENT CONTROL PLAN

Norris Peak Road X7 X53 mschille Text Box August 19, 2015 mschille Stamp

SOUTH

HORIZONTAL ALIGNMENT DATA

Norris Peak Road Curve at 143+00

Start Station End Station Type Start Point End Point Length Radius Direction Delta angle PI Station PI Point

139+71.92' 142+16.03' Curve (1157106.59',663395.36',0.00') (1157128.47',663637.55',0.00') 244.11' 806.00'

17°21'12" 140+94.92' (1157136.01',663514.79')

142+16.03' 144+89.36' Curve (1157128.47',663637.55',0.00') (1157014.59',663878.84',0.00') 273.32' 360.00' 43°30'02" 143+59.66' (1157119.66',663780.91')

144+89.36' 145+81.86' Line (1157014.59',663878.84',0.00') (1156946.92',663941.91',0.00') 92.50'

N47°00'57"W

145+81.86' 146+18.43' Curve (1156946.92',663941.91',0.00') (1156920.94',663967.64',0.00') 36.57' 600.00' 03°29'33" 146+00.15' (1156933.54',663954.38')

Norris Peak Road

Start Station End Station Type Start Point End Point Length Radius Direction Delta angle PI Station PI Point

5+00' 5+45.41' Line (1153017.77',653180.20',0.00') (1153020.52',653225.53',0.00') 45.41'

N03°27'55"E

5+45.41' 7+96.42' Curve (1153020.52',653225.53',0.00') (1153034.37',653476.16',0.00') 251.01' 23900.00' 000°36'06" 6+70.92' (1153028.10',653350.81')

7+96.42' 7+97.50' Line (1153034.37',653476.16',0.00') (1153034.43',653477.24',0.00') 1.08' N02°51'49"E

7+97.50' 8+98.78' Curve (1153034.43',653477.24',0.00') (1153035.93',653578.48',0.00') 101.27' 1440.00' 004°01'46" 8+48.16' (1153036.96',653527.83')

8+98.78' 8+98.98' Line (1153035.93',653578.48',0.00') (1153035.92',653578.68',0.00') 0.20' N01°09'58"W

8+98.98' 9+77.91' Curve (1153035.92',653578.68',0.00') (1153033.26',653657.56',0.00') 78.93' 2950.00' 001°31'59" 9+38.44' (1153035.12',653618.14')

9+77.91' 9+78.22' Line (1153033.26',653657.56',0.00') (1153033.25',653657.88',0.00') 0.32' N02°41'57"W

9+78.22' 10+63.62' Curve (1153033.25',653657.88',0.00') (1153021.44',653742.33',0.00') 85.40' 465.00' 010°31'21" 10+21.04' (1153031.23',653700.65')

10+63.62' 10+64.59' Line (1153021.44',653742.33',0.00') (1153021.21',653743.28',0.00') 0.97' N13°13'18"W

10+64.59' 11+40.46' Curve (1153021.21',653743.28',0.00') (1152985.17',653808.99',0.00') 75.87' 140.00' 031°03'07" 11+03.48' (1153012.32',653781.14')

11+40.46' 11+96.84' Line (1152985.17',653808.99',0.00') (1152945.81',653849.35',0.00') 56.38' N44°16'24"W

11+96.84' 13+66.37' Curve (1152945.81',653849.35',0.00') (1152942.33',654003.39',0.00') 169.53' 113.00' 085°57'34" 13+02.14' (1152872.30',653924.75')

13+66.37' 14+37.07' Line (1152942.33',654003.39',0.00') (1152989.35',654056.19',0.00') 70.70' N41°41'09"E

14+37.07' 15+75.09' Curve (1152989.35',654056.19',0.00') (1153034.79',654182.95',0.00') 138.01' 180.00' 043°55'52" 15+09.67' (1153037.63',654110.40')

15+75.09' 17+27.92' Line (1153034.79',654182.95',0.00') (1153028.80',654335.67',0.00') 152.84' N02°14'43"W

17+27.92' 19+49.91' Curve (1153028.80',654335.67',0.00') (1153096.91',654541.99',0.00') 221.98' 310.00' 041°01'41" 18+43.92' (1153024.26',654451.57')

19+49.91' 19+51.52' Line (1153096.91',654541.99',0.00') (1153097.92',654543.24',0.00') 1.61' N38°46'58"E

19+51.52' 23+08.78' Curve (1153097.92',654543.24',0.00') (1153369.07',654772.48',0.00') 357.26' 930.00' 022°00'37" 21+32.38' (1153211.20',654684.23')

23+08.78' 24+89.58' Line (1153369.07',654772.48',0.00') (1153526.88',654860.70',0.00') 180.80' N60°47'35"E

24+89.58' 26+03.73' Curve (1153526.88',654860.70',0.00') (1153617.01',654930.09',0.00') 114.15' 390.00' 016°46'13" 25+47.06' (1153577.06',654888.76')

26+03.73' 26+04.69' Line (1153617.01',654930.09',0.00') (1153617.68',654930.78',0.00') 0.96' N44°01'21"E

26+04.69' 28+19.60' Curve (1153617.68',654930.78',0.00') (1153657.44',655130.25',0.00') 214.91' 188.00' 065°29'47" 27+25.61' (1153701.71',655017.73')

28+19.60' 28+20.83' Line (1153657.44',655130.25',0.00') (1153656.99',655131.40',0.00') 1.23' N21°28'25"W

Norris Peak Road X8 X53

SOUTH

Norris Peak Road Continued

Start Station End Station Type Start Point End Point Length Radius Direction Delta angle PI Station PI Point

28+20.83' 28+97.28' Curve (1153656.99',655131.40',0.00') (1153620.56',655198.39',0.00') 76.45' 310.00' 014°07'45" 28+59.25' (1153642.93',655167.15')

28+97.28' 33+63.78' Line (1153620.56',655198.39',0.00') (1153348.98',655577.69',0.00') 466.51' N35°36'10"W

33+63.78' 36+47.46' Curve (1153348.98',655577.69',0.00') (1153274.54',655845.45',0.00') 283.67' 405.00' 040°07'53" 35+11.72' (1153262.86',655697.97')

36+47.46' 37+87.69' Line (1153274.54',655845.45',0.00') (1153285.61',655985.24',0.00') 140.24' N04°31'43"E

37+87.69' 38+65.49' Curve (1153285.61',655985.24',0.00') (1153284.20',656062.91',0.00') 77.80' 400.00' 011°08'37" 38+26.71' (1153288.69',656024.14')

38+65.49' 38+65.86' Line (1153284.20',656062.91',0.00') (1153284.16',656063.28',0.00') 0.38' N06°36'54"W

38+65.86' 41+24.47' Curve (1153284.16',656063.28',0.00') (1153232.28',656316.30',0.00') 258.61' 1490.00' 009°56'39" 39+95.49' (1153269.22',656192.04')

41+24.47' 48+48.94' Line (1153232.28',656316.30',0.00') (1153025.80',657010.72',0.00') 724.47' N16°33'33"W

48+48.94' 52+17.72' Curve (1153025.80',657010.72',0.00') (1152995.02',657375.63',0.00') 368.77' 900.00' 023°28'37" 50+35.95' (1152972.50',657189.98')

52+17.72' 56+71.61' Line (1152995.02',657375.63',0.00') (1153049.69',657826.22',0.00') 453.90' N06°55'04"E

56+71.61' 57+66.10' Curve (1153049.69',657826.22',0.00') (1153076.54',657916.35',0.00') 94.49' 280.00' 019°20'07" 57+19.31' (1153055.44',657873.57')

57+66.10' 57+66.77' Line (1153076.54',657916.35',0.00') (1153076.83',657916.95',0.00') 0.67' N26°15'10"E

57+66.77' 58+53.76' Curve (1153076.83',657916.95',0.00') (1153142.86',657969.13',0.00') 86.98' 98.00' 050°51'18" 58+13.36' (1153097.44',657958.73')

58+53.76' 58+54.13' Line (1153142.86',657969.13',0.00') (1153143.22',657969.21',0.00') 0.37' N77°06'28"E

58+54.13' 59+60.57' Curve (1153143.22',657969.21',0.00') (1153248.88',657979.30',0.00') 106.44' 410.00' 014°52'28" 59+07.65' (1153195.39',657981.15')

59+60.57' 59+61.22' Line (1153248.88',657979.30',0.00') (1153249.54',657979.28',0.00') 0.66' S88°01'04"E

59+61.22' 61+44.26' Curve (1153249.54',657979.28',0.00') (1153416.49',657913.35',0.00') 183.04' 268.00' 039°07'53" 60+56.47' (1153344.73',657975.99')

61+44.26' 61+46.72' Line (1153416.49',657913.35',0.00') (1153418.35',657911.73',0.00') 2.47' S48°53'12"E

61+46.72' 63+57.69' Curve (1153418.35',657911.73',0.00') (1153587.82',657786.49',0.00') 210.96' 1300.00' 009°17'52" 62+52.44' (1153497.99',657842.22')

63+57.69' 65+84.24' Line (1153587.82',657786.49',0.00') (1153780.34',657667.05',0.00') 226.55' S58°11'04"E

65+84.24' 67+97.14' Curve (1153780.34',657667.05',0.00') (1153984.97',657630.85',0.00') 212.90' 280.00' 043°33'54" 66+96.13' (1153875.42',657608.07')

67+97.14' 68+04.49' Line (1153984.97',657630.85',0.00') (1153992.17',657632.35',0.00') 7.35' N78°15'02"E

68+04.49' 70+65.73' Curve (1153992.17',657632.35',0.00') (1154248.75',657681.38',0.00') 261.24' 8040.00' 001°51'42" 69+35.12' (1154120.06',657658.95')

70+65.73' 70+82.03' Line (1154248.75',657681.38',0.00') (1154264.81',657684.18',0.00') 16.30' N80°06'44"E

70+82.03' 72+26.61' Curve (1154264.81',657684.18',0.00') (1154367.20',657775.57',0.00') 144.58' 130.00' 063°43'20" 71+62.82' (1154344.40',657698.05')

72+26.61' 72+27.15' Line (1154367.20',657775.57',0.00') (1154367.35',657776.08',0.00') 0.54' N16°23'24"E

72+27.15' 73+87.28' Curve (1154367.35',657776.08',0.00') (1154398.51',657932.94',0.00') 160.14' 890.00' 010°18'33" 73+07.43' (1154390.01',657853.10')

73+87.28' 75+12.41' Line (1154398.51',657932.94',0.00') (1154411.77',658057.36',0.00') 125.13' N06°04'51"E

75+12.41' 77+37.57' Curve (1154411.77',658057.36',0.00') (1154418.76',658282.20',0.00') 225.16' 1500.00' 008°36'02" 76+25.20' (1154423.71',658169.52')

77+37.57' 77+38.58' Line (1154418.76',658282.20',0.00') (1154418.71',658283.21',0.00') 1.01' N02°31'10"W

77+38.58' 80+89.54' Curve (1154418.71',658283.21',0.00') (1154439.04',658632.97',0.00') 350.97' 1720.00' 011°41'29" 79+14.67' (1154410.97',658459.13')

80+89.54' 82+27.58' Line (1154439.04',658632.97',0.00') (1154461.04',658769.24',0.00') 138.03' N09°10'18"E

82+27.58' 83+95.19' Curve (1154461.04',658769.24',0.00') (1154476.13',658936.03',0.00') 167.61' 1200.00' 008°00'10" 83+11.52' (1154474.42',658852.11')

83+95.19' 85+36.47' Line (1154476.13',658936.03',0.00') (1154479.01',659077.29',0.00') 141.28' N01°10'08"E

85+36.47' 87+52' Curve (1154479.01',659077.29',0.00') (1154494.45',659292.17',0.00') 215.53' 2100.00' 005°52'50" 86+44.33' (1154481.22',659185.13')

87+52' 88+68.32' Line (1154494.45',659292.17',0.00') (1154508.73',659407.61',0.00') 116.32' N07°02'58"E

88+68.32' 90+23.55' Curve (1154508.73',659407.61',0.00') (1154510.61',659562.51',0.00') 155.23' 700.00' 012°42'22" 89+46.25' (1154518.29',659484.96')

90+23.55' 91+52.04' Line (1154510.61',659562.51',0.00') (1154497.95',659690.38',0.00') 128.49' N05°39'24"W

91+52.04' 92+91.17' Curve (1154497.95',659690.38',0.00') (1154503.55',659828.94',0.00') 139.12' 500.00' 015°56'32" 92+22.06' (1154491.04',659760.05')

92+91.17' 92+91.68' Line (1154503.55',659828.94',0.00') (1154503.64',659829.45',0.00') 0.52' N10°17'08"E

92+91.68' 95+61.33' Curve (1154503.64',659829.45',0.00') (1154564.66',660091.99',0.00') 269.65' 2760.00' 005°35'52" 94+26.62' (1154527.73',659962.21')

95+61.33' 95+61.74' Line (1154564.66',660091.99',0.00') (1154564.77',660092.38',0.00') 0.40' N15°53'00"E

95+61.74' 98+16.47' Curve (1154564.77',660092.38',0.00') (1154732.38',660271.42',0.00') 254.73' 268.00' 054°27'33" 96+99.64' (1154602.51',660225.02')

98+16.47' 99+31.84' Line (1154732.38',660271.42',0.00') (1154841.04',660310.23',0.00') 115.38' N70°20'33"E

Norris Peak Road X9 X53

SOUTH

Start Station End Station Type Start Point End Point Length Radius Direction Delta angle PI Station PI Point

99+31.84' 102+98.59' Curve (1154841.04',660310.23',0.00') (1155164.56',660480.37',0.00') 366.75' 1300.00' 016°09'50" 101+16.45' (1155014.88',660372.33')

102+98.59' 106+42.63' Line (1155164.56',660480.37',0.00') (1155443.52',660681.72',0.00') 344.03' N54°10'43"E

106+42.63' 108+26.27' Curve (1155443.52',660681.72',0.00') (1155576.71',660807.39',0.00') 183.64' 700.00' 015°01'53" 107+34.98' (1155518.40',660735.77')

108+26.27' 109+15.22' Line (1155576.71',660807.39',0.00') (1155632.86',660876.37',0.00') 88.95' N39°08'50"E

109+15.22' 111+18.82' Curve (1155632.86',660876.37',0.00') (1155776.53',661020.14',0.00') 203.60' 1000.00' 011°39'56" 110+17.37' (1155697.35',660955.59')

111+18.82' 111+21.67' Line (1155776.53',661020.14',0.00') (1155778.74',661021.94',0.00') 2.85' N50°48'46"E

111+21.67' 118+36.37' Curve (1155778.74',661021.94',0.00') (1156314.74',661494.43',0.00') 714.71' 9270.00' 004°25'03" 114+79.20' (1156055.85',661247.84')

118+36.37' 118+36.48' Line (1156314.74',661494.43',0.00') (1156314.82',661494.50',0.00') 0.11' N46°23'43"E

118+36.48' 119+48.44' Curve (1156314.82',661494.50',0.00') (1156393.13',661574.49',0.00') 111.96' 1600.00' 004°00'33" 118+92.49' (1156355.38',661533.13')

119+48.44' 119+48.86' Line (1156393.13',661574.49',0.00') (1156393.41',661574.80',0.00') 0.42' N42°23'10"E

119+48.86' 121+12.75' Curve (1156393.41',661574.80',0.00') (1156485.44',661709.75',0.00') 163.89' 580.00' 016°11'23" 120+31.36' (1156449.02',661635.73')

121+12.75' 121+90.37' Line (1156485.44',661709.75',0.00') (1156519.70',661779.40',0.00') 77.62' N26°11'47"E

121+90.37' 123+57.50' Curve (1156519.70',661779.40',0.00') (1156615.33',661915.65',0.00') 167.13' 540.00' 017°44'00" 122+74.61' (1156556.89',661854.98')

123+57.50' 125+69.28' Line (1156615.33',661915.65',0.00') (1156762.26',662068.17',0.00') 211.78' N43°55'47"E

125+69.28' 127+25.44' Curve (1156762.26',662068.17',0.00') (1156852.95',662194.63',0.00') 156.16' 540.00' 016°34'10" 126+47.91' (1156816.81',662124.80')

127+25.44' 127+28.58' Line (1156852.95',662194.63',0.00') (1156854.39',662197.42',0.00') 3.14' N27°21'37"E

127+28.58' 129+20.76' Curve (1156854.39',662197.42',0.00') (1156885.93',662383.89',0.00') 192.18' 310.00' 035°31'10" 128+27.87' (1156900.02',662285.61')

129+20.76' 129+97.98' Line (1156885.93',662383.89',0.00') (1156874.97',662460.33',0.00') 77.22' N08°09'33"W

129+97.98' 133+95.26' Curve (1156874.97',662460.33',0.00') (1156916.54',662851.34',0.00') 397.28' 800.00' 028°27'12" 132+00.81' (1156846.19',662661.10')

133+95.26' 138+23.78' Line (1156916.54',662851.34',0.00') (1157065.16',663253.26',0.00') 428.52' N20°17'39"E

138+23.78' 141+53.46' Curve (1157065.16',663253.26',0.00') (1157129.49',663575.22',0.00') 329.68' 1050.00' 017°59'22" 139+89.99' (1157122.81',663409.15')

141+53.46' 141+54.81' Line (1157129.49',663575.22',0.00') (1157129.55',663576.57',0.00') 1.35' N02°18'17"E

141+54.81' 143+08.78' Curve (1157129.55',663576.57',0.00') (1157113.46',663729.15',0.00') 153.97' 530.00' 016°38'42" 142+32.34' (1157132.67',663654.04')

143+08.78' 143+10.10' Line (1157113.46',663729.15',0.00') (1157113.13',663730.44',0.00') 1.33' N14°20'25"W

143+10.10' 144+58.97' Curve (1157113.13',663730.44',0.00') (1157038.07',663856.64',0.00') 148.86' 260.00' 032°48'18" 143+86.64' (1157094.18',663804.59')

144+58.97' 145+66.22' Line (1157038.07',663856.64',0.00') (1156959.45',663929.59',0.00') 107.25' N47°08'43"W

145+66.22' 148+36.90' Curve (1156959.45',663929.59',0.00') (1156792.62',664141.35',0.00') 270.68' 870.00' 017°49'33" 147+02.66' (1156859.43',664022.39')

148+36.90' 150+28.18' Line (1156792.62',664141.35',0.00') (1156698.95',664308.13',0.00') 191.29' N29°19'10"W

150+28.18' 153+17.98' Curve (1156698.95',664308.13',0.00') (1156591.77',664576.48',0.00') 289.79' 1100.00' 015°05'40" 151+73.92' (1156627.58',664435.20')

153+17.98' 155+74.09' Line (1156591.77',664576.48',0.00') (1156528.83',664824.74',0.00') 256.12' N14°13'30"W

155+74.09' 157+98.05' Curve (1156528.83',664824.74',0.00') (1156417.43',665015.66',0.00') 223.96' 400.00' 032°04'48" 156+89.09' (1156500.57',664936.22')

157+98.05' 159+93.11' Line (1156417.43',665015.66',0.00') (1156276.40',665150.41',0.00') 195.05' N46°18'18"W

159+93.11' 163+49.49' Curve (1156276.40',665150.41',0.00') (1156025.94',665403.87',0.00') 356.39' 6200.00' 003°17'36" 161+71.35' (1156147.52',665273.54')

163+49.49' 163+51.51' Line (1156025.94',665403.87',0.00') (1156024.56',665405.35',0.00') 2.02' N43°00'42"W

163+51.51' 164+83.17' Curve (1156024.56',665405.35',0.00') (1155940.20',665506.35',0.00') 131.66' 1200.00' 006°17'10" 164+17.41' (1155979.61',665453.53')

164+83.17' 164+85.90' Line (1155940.20',665506.35',0.00') (1155938.57',665508.54',0.00') 2.73' N36°43'31"W

164+85.90' 166+80.06' Curve (1155938.57',665508.54',0.00') (1155831.33',665670.27',0.00') 194.16' 1750.00' 006°21'24" 165+83.08' (1155880.46',665586.42')

166+80.06' 166+81.97' Line (1155831.33',665670.27',0.00') (1155830.37',665671.92',0.00') 1.91' N30°22'07"W

166+81.97' 168+59.28' Curve (1155830.37',665671.92',0.00') (1155783.73',665840.91',0.00') 177.31' 340.00' 029°52'46" 167+72.69' (1155784.50',665750.19')

168+59.28' 168+61.32' Line (1155783.73',665840.91',0.00') (1155783.71',665842.95',0.00') 2.05' N00°29'21"W

168+61.32' 171+01.24' Curve (1155783.71',665842.95',0.00') (1155802.62',666081.82',0.00') 239.92' 1370.00' 010°02'02" 169+81.59' (1155782.68',665963.21')

171+01.24' 171+03.54' Line (1155802.62',666081.82',0.00') (1155803.01',666084.09',0.00') 2.30' N09°32'40"E

171+03.54' 173+55.57' Curve (1155803.01',666084.09',0.00') (1155907.88',666309.95',0.00') 252.03' 470.00' 030°43'25" 172+32.67' (1155824.42',666211.42')

173+55.57' 176+33.05' Line (1155907.88',666309.95',0.00') (1156087.23',666521.67',0.00') 277.48' N40°16'05"E

Norris Peak Road X10 X53

SOUTH

Start Station End Station Type Start Point End Point Length Radius Direction Delta angle PI Station PI Point

176+33.05' 178+85.67' Curve (1156087.23',666521.67',0.00') (1156259.97',666705.85',0.00') 252.62' 2500.00' 005°47'22" 177+59.47' (1156168.94',666618.13')

178+85.67' 178+86.37' Line (1156259.97',666705.85',0.00') (1156260.47',666706.34',0.00') 0.70' N46°03'28"E

178+86.37' 180+45.67' Curve (1156260.47',666706.34',0.00') (1156386.86',666802.72',0.00') 159.30' 690.00' 013°13'39" 179+66.37' (1156318.08',666761.86')

180+45.67' 181+63.12' Line (1156386.86',666802.72',0.00') (1156487.84',666862.71',0.00') 117.45' N59°17'07"E

181+63.12' 184+52.95' Curve (1156487.84',666862.71',0.00') (1156681.57',667072.82',0.00') 289.83' 500.00' 033°12'44" 183+12.24' (1156616.03',666938.88')

184+52.95' 188+02.63' Line (1156681.57',667072.82',0.00') (1156835.26',667386.91',0.00') 349.68' N26°04'23"E

188+02.63' 193+46.57' Curve (1156835.26',667386.91',0.00') (1157048.56',667887.02',0.00') 543.94' 5240.00' 005°56'52" 190+74.85' (1156954.90',667631.42')

193+46.57' 193+49.66' Line (1157048.56',667887.02',0.00') (1157049.63',667889.92',0.00') 3.09' N20°07'31"E

193+49.66' 194+69.06' Curve (1157049.63',667889.92',0.00') (1157099.56',667998.24',0.00') 119.40' 740.00' 009°14'42" 194+09.49' (1157070.21',667946.10')

194+69.06' 194+69.73' Line (1157099.56',667998.24',0.00') (1157099.89',667998.82',0.00') 0.67' N29°22'13"E

194+69.73' 198+60' Curve (1157099.89',667998.82',0.00') (1157423.86',668179.41',0.00') 390.27' 355.00' 062°59'16" 196+87.22' (1157206.56',668188.36')

198+60' 198+60.07' Line (1157423.86',668179.41',0.00') (1157423.94',668179.40',0.00') 0.07' S87°38'30"E

198+60.07' 202+14.65' Curve (1157423.94',668179.40',0.00') (1157776.67',668145.05',0.00') 354.58' 3170.00' 006°24'32" 200+37.55' (1157601.26',668172.10')

202+14.65' 204+75.34' Line (1157776.67',668145.05',0.00') (1158034.30',668105.32',0.00') 260.68' S81°13'58"E

204+75.34' 205+73.42' Curve (1158034.30',668105.32',0.00') (1158131.72',668094.04',0.00') 98.09' 1300.00' 004°19'23" 205+24.40' (1158082.80',668097.84')

205+73.42' 208+85.02' Line (1158131.72',668094.04',0.00') (1158442.37',668069.89',0.00') 311.59' S85°33'22"E

208+85.02' 213+02.13' Curve (1158442.37',668069.89',0.00') (1158854.39',668116.25',0.00') 417.12' 1100.00' 021°43'35" 210+96.11' (1158652.83',668053.54')

213+02.13' 213+02.71' Line (1158854.39',668116.25',0.00') (1158854.95',668116.42',0.00') 0.58' N72°43'03"E

213+02.71' 214+36.03' Curve (1158854.95',668116.42',0.00') (1158973.22',668176.56',0.00') 133.32' 395.00' 019°20'17" 213+70.01' (1158919.21',668136.41')

214+36.03' 215+22.79' Line (1158973.22',668176.56',0.00') (1159042.86',668228.32',0.00') 86.76' N53°22'46"E

215+22.79' 216+84.83' Curve (1159042.86',668228.32',0.00') (1159192.15',668286.06',0.00') 162.04' 300.00' 030°56'49" 216+05.84' (1159109.51',668277.85')

216+84.83' 217+45.37' Line (1159192.15',668286.06',0.00') (1159252.39',668292.05',0.00') 60.53' N84°19'36"E

217+45.37' 219+32.33' Line (1159252.39',668292.05',0.00') (1159439.33',668295.29',0.00') 186.96' N89°00'29"E

219+32.33' 221+07.04' Curve (1159439.33',668295.29',0.00') (1159589.12',668372.72',0.00') 174.71' 190.00' 052°41'11" 220+26.41' (1159533.39',668296.91')

221+07.04' 221+07.27' Line (1159589.12',668372.72',0.00') (1159589.25',668372.90',0.00') 0.22' N36°19'19"E

221+07.27' 226+88.31' Curve (1159589.25',668372.90',0.00') (1159879.97',668874.66',0.00') 581.05' 2670.00' 012°28'07" 223+98.94' (1159762.02',668607.90')

226+88.31' 232+99.19' Line (1159879.97',668874.66',0.00') (1160127.01',669433.36',0.00') 610.88' N23°51'11"E

232+99.19' 234+64.31' Curve (1160127.01',669433.36',0.00') (1160164.89',669593.13',0.00') 165.12' 450.00' 021°01'26" 233+82.69' (1160160.77',669509.73')

234+64.31' 238+50.05' Line (1160164.89',669593.13',0.00') (1160183.93',669978.39',0.00') 385.74' N02°49'46"E

Nemo Road

Start Station End Station Type Start Point End Point Length Radius Direction Delta angle PI Station PI Point

5+00' 5+59.98' Line (1152581.21',674325.97',0.00') (1152634.08',674297.65',0.00') 59.98'

S61°49'31"E

5+59.98' 7+57.55' Curve (1152634.08',674297.65',0.00') (1152796.65',674186.08',0.00') 197.57' 900.00' 012°34'40" 6+59.16' (1152721.52',674250.82')

7+57.55' 7+58.50' Line (1152796.65',674186.08',0.00') (1152797.37',674185.46',0.00') 0.95' S49°14'51"E

7+58.50' 9+17.27' Curve (1152797.37',674185.46',0.00') (1152913.56',674077.30',0.00') 158.77' 2070.00' 004°23'41" 8+37.92' (1152857.54',674133.61')

9+17.27' 9+17.30' Line (1152913.56',674077.30',0.00') (1152913.58',674077.28',0.00') 0.03' S44°51'11"E

9+17.30' 13+03.37' Curve (1152913.58',674077.28',0.00') (1152985.22',673719.96',0.00') 386.07' 330.00' 067°01'53" 11+35.85' (1153067.72',673922.34')

13+03.37' 14+89.52' Line (1152985.22',673719.96',0.00') (1152914.95',673547.58',0.00') 186.15' S22°10'42"W

14+89.52' 18+40.91' Curve (1152914.95',673547.58',0.00') (1152958.39',673214.45',0.00') 351.39' 340.00' 059°12'52" 16+82.73' (1152842.02',673368.67')

18+40.91' 22+46.09' Line (1152958.39',673214.45',0.00') (1153202.43',672891.02',0.00') 405.17' S37°02'10"E

22+46.09' 26+26.91' Curve (1153202.43',672891.02',0.00') (1153486.83',672641.75',0.00') 380.83' 930.00' 023°27'44" 24+39.21' (1153318.75',672736.86')

26+26.91' 27+08.88' Line (1153486.83',672641.75',0.00') (1153558.18',672601.39',0.00') 81.97' S60°29'55"E

Norris Peak Road X11 X53

SOUTH

Nemo Road Continued

Start Station End Station Type Start Point End Point Length Radius Direction Delta angle PI Station PI Point

27+08.88' 29+40.37' Curve (1153558.18',672601.39',0.00') (1153741.74',672461.53',0.00') 231.49' 850.00' 015°36'14" 28+25.35' (1153659.54',672544.04')

29+40.37' 29+40.52' Line (1153741.74',672461.53',0.00') (1153741.85',672461.42',0.00') 0.15' S44°53'41"E

29+40.52' 32+73.23' Curve (1153741.85',672461.42',0.00') (1153998.05',672249.99',0.00') 332.70' 1710.00' 011°08'52" 31+07.40' (1153859.63',672343.21')

32+73.23' 35+63.27' Line (1153998.05',672249.99',0.00') (1154238.63',672087.98',0.00') 290.04' S56°02'32"E

35+63.27' 40+73.64' Curve (1154238.63',672087.98',0.00') (1154724.83',671975.10',0.00') 510.37' 700.00' 041°46'27" 38+30.39' (1154460.19',671938.77')

40+73.64' 40+73.83' Line (1154724.83',671975.10',0.00') (1154725.02',671975.12',0.00') 0.19' N82°11'01"E

40+73.83' 43+91.51' Curve (1154725.02',671975.12',0.00') (1155038.01',672029.16',0.00') 317.68' 4600.00' 003°57'25" 42+32.73' (1154882.45',671996.74')

43+91.51' 43+92.36' Line (1155038.01',672029.16',0.00') (1155038.84',672029.33',0.00') 0.85' N78°13'36"E

43+92.36' 46+34.90' Curve (1155038.84',672029.33',0.00') (1155269.69',672102.40',0.00') 242.54' 1200.00' 011°34'50" 45+14.05' (1155157.97',672054.16')

46+34.90' 49+06.75' Line (1155269.69',672102.40',0.00') (1155519.26',672210.16',0.00') 271.84' N66°38'46"E

49+06.75' 52+36.80' Curve (1155519.26',672210.16',0.00') (1155841.69',672223.35',0.00') 330.06' 450.00' 042°01'27" 50+79.59' (1155677.94',672278.68')

52+36.80' 54+72.03' Line (1155841.69',672223.35',0.00') (1156064.54',672148.05',0.00') 235.23' S71°19'48"E

54+72.03' 57+57.46' Curve (1156064.54',672148.05',0.00') (1156344.81',672100.72',0.00') 285.43' 900.00' 018°10'16" 56+15.95' (1156200.89',672101.98')

57+57.46' 60+50.58' Line (1156344.81',672100.72',0.00') (1156637.92',672098.17',0.00') 293.12' S89°30'04"E

60+50.58' 63+38.89' Curve (1156637.92',672098.17',0.00') (1156903.28',672000.72',0.00') 288.31' 420.00' 039°19'52" 62+00.68' (1156788.01',672096.86')

63+38.89' 63+39.25' Line (1156903.28',672000.72',0.00') (1156903.55',672000.49',0.00') 0.36' S50°10'11"E

63+39.25' 65+14.05' Curve (1156903.55',672000.49',0.00') (1157025.75',671875.91',0.00') 174.80' 875.00' 011°26'46" 64+26.94' (1156970.90',671944.32')

65+14.05' 65+14.31' Line (1157025.75',671875.91',0.00') (1157025.92',671875.71',0.00') 0.26' S38°43'25"E

65+14.31' 68+70.04' Curve (1157025.92',671875.71',0.00') (1157077.60',671539.94',0.00') 355.73' 340.00' 059°56'48" 67+10.40' (1157148.58',671722.73')

68+70.04' 77+52.07' Line (1157077.60',671539.94',0.00') (1156758.31',670717.73',0.00') 882.03' S21°13'22"W

77+52.07' 79+48.15' Curve (1156758.31',670717.73',0.00') (1156724.51',670525.85',0.00') 196.08' 500.00' 022°28'10" 78+51.39' (1156722.35',670625.14')

79+48.15' 79+48.91' Line (1156724.51',670525.85',0.00') (1156724.53',670525.09',0.00') 0.76' S01°14'48"E

79+48.91' 81+78.37' Curve (1156724.53',670525.09',0.00') (1156765.44',670300.28',0.00') 229.45' 725.00' 018°08'00" 80+64.61' (1156727.05',670409.42')

81+78.37' 81+78.99' Line (1156765.44',670300.28',0.00') (1156765.64',670299.70',0.00') 0.62' S19°22'48"E

81+78.99' 85+01.83' Curve (1156765.64',670299.70',0.00') (1156996.54',670093.86',0.00') 322.85' 320.00' 057°48'20" 83+55.66' (1156824.27',670133.04')

85+01.83' 85+03.94' Line (1156996.54',670093.86',0.00') (1156998.60',670093.39',0.00') 2.11' S77°11'08"E

85+03.94' 88+66.26' Curve (1156998.60',670093.39',0.00') (1157357.74',670095.42',0.00') 362.32' 790.00' 026°16'39" 86+88.35' (1157178.41',670052.49')

88+66.26' 96+43.45' Line (1157357.74',670095.42',0.00') (1158113.58',670276.37',0.00') 777.19' N76°32'13"E

96+43.45' 98+77' Curve (1158113.58',670276.37',0.00') (1158343.72',670314.99',0.00') 233.55' 1700.00' 007°52'17" 97+60.41' (1158227.32',670303.60')

98+77' 102+48.48' Line (1158343.72',670314.99',0.00') (1158713.43',670351.19',0.00') 371.48' N84°24'29"E

102+48.48' 105+73.22' Curve (1158713.43',670351.19',0.00') (1159029.43',670295.96',0.00') 324.74' 600.00' 031°00'38" 104+14.93' (1158879.09',670367.41')

105+73.22' 108+41.46' Line (1159029.43',670295.96',0.00') (1159271.71',670180.82',0.00') 268.24' S64°34'52"E

108+41.46' 110+66.96' Curve (1159271.71',670180.82',0.00') (1159466.72',670068.08',0.00') 225.50' 1400.00' 009°13'43" 109+54.46' (1159373.77',670132.32')

110+66.96' 113+83.08' Line (1159466.72',670068.08',0.00') (1159726.78',669888.36',0.00') 316.12' S55°21'09"E

113+83.08' 114+75.46' Curve (1159726.78',669888.36',0.00') (1159807.15',669843.08',0.00') 92.38' 504.00' 010°30'07" 114+29.40' (1159764.89',669862.03')

114+75.46' 114+78.05' Line (1159807.15',669843.08',0.00') (1159809.52',669842.02',0.00') 2.59' S65°51'16"E

114+78.05' 120+50.76' Curve (1159809.52',669842.02',0.00') (1160212.49',670105.93',0.00') 572.71' 286.00' 114°43'59" 119+24.68' (1160217.07',669659.32')

120+50.76' 121+00.17' Line (1160212.49',670105.93',0.00') (1160211.98',670155.34',0.00') 49.41' N00°35'15"W

Norris Peak Road X12 X53

Norris Peak Road X13 X53

Norris Peak Road X14 X53

STA 220+00 PLAN

Norris Peak Road X15 X53

Norris Peak Road X16 X53

Norris Peak Road X17 X53

Norris Peak Road X18 X53

Norris Peak Road X19 X53

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

Norris Peak Road X20 X53

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

Norris Peak Road X21 X53

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

Norris Peak Road X22 X53

SOUTH

DAKOTA

PROJECT SHEET TOTAL

SHEETS

STATE

OF

SOUTH

DAKOTA

PROJECT SHEET TOTAL

SHEETS

STANDARD DETAILS

PH0041(148)

Norris Peak Road X23 X53

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

Norris Peak Road X24 X53

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

Norris Peak Road X25 X53

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

Norris Peak Road X26 X53

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

SD FLAP CR223801(1)

Norris Peak Road X27 X53 frie4236 Text Box

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

Norris Peak Road X28 X53

10'

(TYP.)

30'

(TYP.)

ZONE OF LIMITED SIGHT

DISTANCE FOR CAR Y

ZONE OF LIMITED SIGHT

DISTANCE FOR CAR X

SHOULDER

4" WHITE

4" YELLOW

2" from CL.

4" YELLOW

2" from CL.

4" WHITE

4" WHITE

4" YELLOW

4" WHITE

NO PASSING ZONE LINE

NO PASSING ZONE LINE

CAR Y

CAR X

4" WHITE

4" YELLOW

4" WHITE

4" YELLOW

4" YELLOW

STATE

OF

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

PAVEMENT MARKING DETAIL (ADAPTED FROM SDDOT)

NOT TO SCALE

Norris Peak Road X29 X53

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

Shadow and Work vehicles shall display high-intensity rotating, flashing, oscillating, or strobe lights, flags, signs, or arrow panels.

Arrow Panel

Arrow Panel

Vehicle-mounted signs shall be mounted in a manner such that they are not obscured by equipment or supplies.

Vehicle hazard warning signals shall not be used instead of the vehicle's high-intensity rotating, flashing, oscillating, or strobe lights

When an arrow panel is used, it shall be used in the caution mode.

Marching Diamonds are acceptable.

Arrow panels shall, as a minimum, be Type B, with a size of 60" x 30".

MOBILE: Intermittent & Continuous Moving

GUIDES FOR TRAFFIC CONTROL DEVICES

MOBILE OPERATIONS 0N 2-LANE ROAD

Arrow Panel

Truck Mounted Attenuator (Optional)

Truck Mounted Attenuator (Optional)

Truck Mounted Attenuator (Required)

Lead Vehicle (Optional)

Work Vehicle

Shadow Vehicle

A CHANGEABLE MESSAGE SIGN

MAY BE USED IN PLACE

OF RIGID ALUMINUM SIGNS

(MIN. OF 10" LETTER HEIGHT

SHALL BE USED)

Sign legends on vehicle-mounted signs shall be covered or turned from view when work is not in progress.

(Facing Oncoming Traffic)

(Facing Oncoming Traffic)

SIGN SHALL BE

48" X 18"

BLACK ON ORANGE

SIGN SHALL BE

48" X 18"

BLACK ON ORANGE

WET PAINT

SIGN SHALL BE

48" X 18"

BLACK ON ORANGE

PAINT CREW

AHEAD

SIGN SHALL BE

48" X 48"

BLACK ON ORANGE

DETAIL ADAPTED FROM SDDOT

Norris Peak Road X30 X53

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

Ground Line

Norris Peak Road X31 X53

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

Norris Peak Road X32 X53

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

Norris Peak Road X33 X53

SOUTH

DAKOTA

PROJECT

SHEET

TOTAL

SHEETS

STANDARD DETAILS

Norris Peak Road X34 X53

SD Norris Peak Road X35

SD Norris Peak Road X36

SD Norris Peak Road X37

"2 1than

" plain round washer.4

S e e N o te ty p

(t yp

6"

(t yp

6" (typ.)

8"

(typ.)

8" ty p

STANDARD APPROVED FOR USE 1/1994

DRAFT: 10/2013

REVISED: 4/1994 6/2005

617-10

WOOD POSTS

G4 W-BEAM GUARDRAIL

See Special Contract Requirements when 7'-0" or longer posts

Standards 617-13 or 617-24.

" splice bolt slot.8 1" x 132

" post bolt slot at 6'-3"2 1" x 24

"4

"16 1"16

" x 18"8

" RECESS NUT8

5" GUARDRAIL BOLT8

"4

25"

18"

10"

2"

" minimum8

" minimum4

4" minimum

4" minimum

4" minimum

6'-0"

6'-0"

Post spacing 6'-3"

" x 18" guardrail post bolt8

" guardrail splice 4 1" x 18 ty p

" dia. hole4

" recess nut8

" deep16 11" dia. x

8"8"

"32

"16

"16

"16

"4 14"4

142"

See Note 2

2'-0" (typ.)

"8

"16

"32

2"

3"

"4

" deep4 1" high and 2

" dia. holes (typ.)4 t o e d g e

"4

"16

"16

" R16

" R16

STATE PROJECT

NUMBER

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A

M e p te m b e r

S ta n d a r d .U

S N e w c m y fi le s p w p r o d u c ti o n d F L

H .d g n li b

NOTE:

NO SCALE

on terminal sections

All posts except those nut by more extend beyond

Thread not to

5.

4.

3.

2.

1.

recess both sides o r g r o u n d l in e o f p a v e m e n t

W BEAM RAIL

SECTION A-A

RAIL ELEVATION

spacing, center to center about

Symmetrical

A

A

Splice bolt slots

Thickness

Sheet

8 required, each end of rail

CL

slots

Splice bolt

Neutral axis

When encountering impenetrable material, see including its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended to be

Alternate reflector tab shapes are acceptable.

Install reflector tab between post bolt and rail, every fourth post.

arrangement is specified.

See Special Contract Requirements when the alternative hole are specified.

Post and block bolts and nuts (8 per splice)

Lap in direction of traffic

Post length stamp future overlays to accommodate raising guardrail

Upper 2 holes for

L

L Thread Length

POST BOLT ASSEMBLY

POST AND BLOCK DETAIL

STANDARD HOLE ARRANGEMENT

GUARDRAIL BOLT AND RECESS NUT

POST AND BLOCK DETAIL

ALTERNATE HOLE ARRANGEMENT

TYPICAL GUARDRAIL CROSS SECTIONSTANDARD POST SECTION

POST SPACING

(See Note 4)

REFLECTOR TAB

1:10 or flatter slope groundline at face of rail

Edge of pavement or rail as applicable ground line at face of

Edge of pavement or guardrail bolt

W beam rail placed front and rear

Reflective sheeting nail on each side of block

Toenail with one 16d galvanized

Traffic Hinge line of foreslope steeper than fill slope

Variable slope but not terminal sections approach and departure

Widening required for

Subgrade shoulder.

shown on typical section sheet

Aggregate base or as fill slope

Variable

SD Norris Peak Road X38 backfill or overlying material

Crushed coarse aggregate Overlying materialbackfill or overlying material

Crushed coarse aggregate Overlying material

STANDARD APPROVED FOR USE --/----

DRAFT: 6/2014

REVISED:

617-13

INSTALLATION IN ROCK

G4 W-BEAM GUARDRAIL

minimum depth shown on Standards 617-10 or 617-11.

23"

21"

21"

23"

8"

12" depth (A) is 18" or less. depth (A) is greater than 18".

42”

30" to 42”

24" to 42”

> 30”

> 18" to 30”

0 to 18”

42" - A

12”

24”

21" or 23"

8" or 12"

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

e p te m b e r

S ta n d a r d .U

S N e w c m y fi le s p w p r o d u c ti o n d F L

H .d g n

PLAN VIEWSteel Post

PLAN VIEW

ELEVATION

Steel Post

Wood PostWood Post

Use this standard when posts cannot be embedded to the between drilled holes

Excavate area

DEPTH

EMBEDMENT

Case 1

Case 2

DEPTH (B)

DRILLING

MATERIAL (A)

OVERLYING

TYPE

HOLE

5.

4.

3.

2.

1.

the base metal with two coats of zinc-oxide paint.

Treat field cut galvanized steel post surfaces that expose requirements in Section 617.

Place crushed coarse aggregate according to the post underdrain pipe with geotextile" in Section 703.

aggregate for concrete", or "granular backfill for

Crushed coarse aggregate backfill conforms to "coarse oblong hole configuration for Case 1 conditions.

Unless otherwise specified use either the circular or the

E m b e d m e n t

D e p th

B A

E m b e d m e n t

D e p th

B A

Case 1: Overlying material

ELEVATION

Case 2: Overlying material aggregate backfill

Crushed coarse

Rock material

Finished grade aggregate backfill

Crushed coarse

Rock material

Finished grade between drilled holes

Excavate area

POST EMBEDMENT DIMENSIONS

SD Norris Peak Road X39

(ft)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 5/2014

REVISED:

617-20

TYPE TANGENT TERMINAL

G4 W-BEAM GUARDRAIL

10'

3 (> 45 mph)

2 (≤ 45 mph) m in

' m in

37.5

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

e p te m b e r

S ta n d a r d .U

S N e w c m y fi le s p w p r o d u c ti o n d F L

H .d g n the standard post section.

face of the last two post blocks in

Tangent line projected from the embankment

Edge of widened

3.

2.

1.

See manufacturer's drawings for other details.

taper per manufacturer's recommendations.

end farther away from the edge of the shoulder, or use a

Install terminal at a 1:25 taper or flatter, to position the that terminal meets appropriate test level for the project.

requirements per manufacturer's recommendations. Ensure

W-beam guardrail terminal that meets NCHRP-350 or MASH manufacturer's details may vary. Install a tangent G4

Details shown are to be used as a general guide since according to manufacturer's recommendations

Install a reflectorized object marker

ELEVATION

PLAN

TEST LEVEL

L

Pay limits terminal section type tangent

Guardrail system G4

Pay limits

Length of Need fl a tt e r o

(min.)

Taper Length

L post section

Standard

SD FLAP CR223801(1)

SD Norris Peak Road X40 ejoens Text Box

PAY LIMITS 50' FOR TANGENT END TERMINAL

ejoens Line

25'-0" rail lengths may be used to eliminate the

STANDARD APPROVED FOR USE 1/1994

617-24 clear (typ.)

8" clear (typ.)

8"

17'-9" or less m in m in

11'-6" or less

(1 space)

6'-3"

(See Note 1)

Span length 12'-6"

(1 space)

6'-3"

18'-9" GUARDRAIL SPAN

12'-6" GUARDRAIL SPAN

12'-6"

Sheet 1 of 2

LONG SPAN SYSTEM, TL-2

G4 W-BEAM GUARDRAIL

2 spaces @ 6'-3"

(See Note 1)

Span length 18'-9"

(1 space)

6'-3"

DRAFT: 9/2014

REVISED: 4/1994 6/2005

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

S e p te m b e r

U

C c m y fi le s p w p r o d u c ti o n d m s S td .6

.D

R A

F T .d g

Traffic

PLAN

ELEVATION

PLAN

ELEVATION

1 32 and blockouts

Standard posts and blockouts

Standard posts

CRT posts (typ.)

Blockouts

NO SCALE

See Note 2 at face of rail as applicable

Edge of pavement or ground line

Mid-span lap

(wingwalls not shown)

Concrete headwall

Beginning lap Ending lap h e a d w a ll

C r ib li k e p ip e c u lv e r t

S la b o r h e a d w a ll

C r ib li k e p ip e c u lv e r t

S la b o r

Beginning lap Ending lap

Traffic

(wingwalls not shown)

Concrete headwall

Blockouts

Mid-span lap

See Note 3

B C

Face of guardrail

Face of guardrail

4.

3.

2.

1.

Nested W-beam rail element

4 5

A D

See Sheet 2 of 2 for additional details.

one blockout. All other posts are wood or steel.

Posts A thru D are standard wood posts with

All other posts are wood or steel.

Posts 1 thru 5 are CRT posts with two blockouts.

without a post unless needed due to gap length.

intermediate lap without a post. Do not place a lap of rail as applicable ground line at face

Edge of pavement or

Standard posts and blockouts

Standard posts and blockouts

Nested W-beam rail elements

SD Norris Peak Road X41

See Standard 617-10 for standard wood post

STANDARD APPROVED FOR USE 1/1994

DRAFT: 9/2014

REVISED: 4/1994 6/2005

617-24

" x 25" guardrail8

" Ø hole4

" Ø holes2

4"

6"

(typ.)

8"

" x 2" guardrail bolts8 58 -

Sheet 2 of 2

LONG SPAN SYSTEM, TL-2

G4 W-BEAM GUARDRAIL

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

S e p te m b e r

U m y fi le s p w p r o d u c ti o n d m s S td .6

.D

R A

F T .d rail element

Nested W-beam

CRT POST DETAIL

LAPPING DETAILS

rail element

Single W-beam rail element

Single W-beam with blockouts (typ.)

CRT wood post rail element

Nested W-beam rail element

Nested W-beam rail element

Nested W-beam rail element

Nested W-beam

Traffic

1.

and blockout details.

bolt (no rail washer) with double blockout

CRT wood post

Rail Splice Detail guardrail. See

Nested W-beam and recess nuts (typ.)

Single W-beam rail element rail element

Nested W-beam

Finished Grade (typ.)

Splice bolts (typ.)

Nested W-beam rails to Single Lap

Nested W-Beam

ENDING LAP

Lap without Post

Nested W-Beam

MID-SPAN LAP

Lap with Post

Nested W-Beam

INTERMEDIATE LAP

NORMAL W-BEAM LAP

single and nested laps with round washers and nuts on

Standard galvanized splice bolts

Nested W-Beam

Single Lap to

BEGINNING LAP

W-beam rail element

AT MID-SPAN LAP

RAIL SPLICE DETAIL

SD Norris Peak Road X42

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

635-1

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

S e p te m b e r

U m y fi le s p w p r o d u c ti o n d m s S td .6

.D

R A

F T .d

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

See Note 10

W20-1

See Note 10

W20-1

G20-2

NOTE:

NO SCALE

the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use. Cover

Maintain two-way traffic during all non-work hours except as approved by the CO.

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

(optional)

W13-1P

(optional)

W13-1P xx

MPH

xx

MPH

SD Norris Peak Road X43

MPH

SPACING IN FEET

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

50' - 100' (optional)50' - 100'

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

(WITH FLAGGERS)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

635-6

See Note 6

10' min.

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

S e p te m b e r

U m y fi le s p w p r o d u c ti o n d m s S td .6

.D

R A

F T .d

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

NOTE:

NO SCALE

Expressway / Freeway

Channelizing devices

Flagger location

Flagger location

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Device spacing

BUFFER SPACE

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

SD Norris Peak Road X44

50' - 100'

50 MPH.

50' - 100' (optional)

MPH

SPACING IN FEET

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

(WITH STOP SIGNS)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

635-8

" Black border2

15'

165' - 230'

See Note 5

10' min.

R

D

D

D

24"

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

S e p te m b e r

U m y fi le s p w p r o d u c ti o n d m s S td .6

.D

R A

F T .d

PROCEED

WHEN

CLEAR

PROCEED

WHEN

CLEAR

PROCEED

WHEN

CLEAR

Traffic flow

Traffic flow

R1-1

See Note 4

G20-2

W3-1

(optional)

W1-4

Special sign

R1-1

Special sign

Spacing Table)

(See Length and

8.

7.

6.

5.

4.

3.

2.

1.

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

Use the "STOP AHEAD" (W3-1) sign when approach speeds exceed

Section 3B.16 of the MUTCD.

If the roadway surface is paved, install stop lines that comply with

Requirements, Section 156.

For project specific minimum width, refer to Special Contract

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field

Place devices similar to those depicted for the opposite direction of travel.

Advance warning area signs are shown for one direction of travel only.

sufficient visibility of approaching vehicles.

approaching vehicular traffic through and beyond the work site and have

Use this layout only if road users from both directions are able to see in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored

STOP

STOP

See Note 4

W20-1 W20-4

(optional)

W13-1P

See Note 7

(optional)

W16-2P

WORK SPACE

(optional) (optional)

LENGTH

BUFFER SPACE

NOTE:

NO SCALE

reflective white background

Black lettering on

SPECIAL SIGN

Expressway / Freeway

See Note 6

STOP LINE

light (optional)

Type B warning to provide access to work space downstream taper if necessary

Reduce or eliminate drums in

Channelizing devicesSee Note 6

STOP LINE

ABC

ADVANCE WARNING AREA (See Sign Spacing Table) (See Length and Spacing Table) VARIABLE TERMINATION AREA

BUFFER SPACETAPER AREA

Device spacing

BUFFER SPACE TAPER AREA A

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

ROAD WORK

END

xxx

FEET

SD Norris Peak Road X45

Numerical value of posted speed

Width of offset in feet for S ≤ 40 MPH for S ≥ 45 MPH

MPH

SPACING IN FEET

FEET

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

to work in miles per hour

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

635-10

TEMPORARY TRAFFIC CONTROL

SHOULDER CLOSURE LAYOUT

See Note 2

10' min.

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

S e p te m b e r

U m y fi le s p w p r o d u c ti o n d m s S td .6

.D

R A

F T .d limit or 85 percentile speed prior

Traffic flow

Shoulder taper formula:

Where:

L =

L =

Minimum length of taper

Lengthen taper as needed to provide minimum of three channelizing…