or-04601_PLANS.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2022.09.12 11:27:16 -07'00' steven.davis Sticky Note Accepted set by steven.davis

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I

PLAN-PLAN &

PLAN-PROFILE

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE WALLS SAFETY

FEATURES

TEMPORARY

TRAFFIC

CONTROL PLAN

ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 995 55 1,050

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,660 90 1,750

A0160 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION EACH 2 1 3

A0180 20103-0000 CLEARING AND GRUBBING SQYD 878 22 900

A0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0220 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (SOLDIER PILE WALL) EACH 2 2

A0240 20302-1200 REMOVAL OF GUARDRAIL LNFT 1,353 67 1,420

A0260 20401-0000 ROADWAY EXCAVATION CUYD 449 51 500

A0280 20402-0000 SUBEXCAVATION CUYD 301 49 350

A0300 20411-0000 SELECT BORROW TON 547 53 600 135 LBS/CUFT

A0320 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE D (WOVEN) SQYD 545 55 600

A0340 20703-2000 GEOGRID, STABILIZATION SQYD 1,200 100 1,300

A0360 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE SQFT 1,924 76 2,000

A0380 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 121 9 130 139 LBS/CUFT

A0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 620 80 700 139 LBS/CUFT

A0420 30206-0500 ROADWAY AGGREGATE, SHOULDER FINISHING LNFT 36,806 2,194 39,000

A0440 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 1.94

3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION TONS/CUYD

ESAL TON 8,823 177 9,000

A0500 41201-0000 TACK COAT TON 40.8 4.2 45.0 233 GAL/TON

A0520 41301-0900 ASPHALT PAVEMENT MILLING, 3 1/2-INCH DEPTH SQYD 46,777 1,223 48,000

A0540 60201-0600 18-INCH PIPE CULVERT LNFT 60 5 65

A0560 60704-0000 CLEANING CULVERT IN PLACE EACH 28 28

A0580 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS (8' POSTS) LNFT 1,175 50 1,225

A0600 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 645 30 675

A0620 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 12 12

A0640 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A0660 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH HOUR 20 20

A0680 62201-2050 ROLLER HOUR 20 20

A0700 62301-0000 GENERAL LABOR HOUR 40 40

A0720 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B SQYD 275 25 300

A0740 63316-1000 REMOVE AND RESET SIGN EACH 1 1

A0760 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID (YELLOW) LNFT 38,074 926 39,000

A0780 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID (WHITE) LNFT 38,288 712 39,000

MileStone: 100% Date Completed: In Progress Report Date: 09/01/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

1-

S ep

-2

3:

P

M

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0

B .1

-2 _S

O Q

.x ls m ]S he et

STATE PROJECT

B.1FLAP DOT 46(1)OR

SHEET

NUMBER

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I

PLAN-PLAN &

PLAN-PROFILE

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE WALLS SAFETY

FEATURES

TEMPORARY

TRAFFIC

CONTROL PLAN

ALLOWANCE Bid

Schedule

A0800 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM LPSM All ALL

A0820 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

A0840 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 80 80

A0860 63502-2900 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, SYMBOLS, AND

LETTERS (STOP BAR) EACH 2 2

A0880 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER (PINNED) LNFT 440 440

A0900 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 334 334

A0920 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 900 900

1- S ep

-2

3:

P

M

MileStone: 100% Date Completed: In Progress Report Date: 09/01/22 c:

\p w -w or k\ d0

B .1

-2 _S

O Q

.x ls m ]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.2FLAP DOT 46(1)OR

SHEET

NUMBER

steven.davis

Rejected set by steven.davis

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

21101 171614.910 4130931.952 3937.857 42°05'59.392786"N 123°24'44.959246"W 3859.5376 0.999882471 5/8" IR W/FHWA ALUM CAP 1.

21102 171980.785 4130755.313 3912.720 42°06'02.944056"N 123°24'47.469531"W 3834.364 0.999883357 5/8" IR W/FHWA ALUM CAP

21103 172215.366 4130476.942 3892.477 42°06'05.164207"N 123°24'51.267897"W 3814.0922 0.999884128 5/8" IR W/FHWA ALUM CAP

21104 172714.435 4130445.771 3859.071 42°06'10.080340"N 123°24'51.911429"W 3780.6663 0.999885287 5/8" IR W/FHWA ALUM CAP

21105 172903.667 4130418.594 3850.379 42°06'11.939112"N 123°24'52.359038"W 3771.9656 0.999885538 5/8" IR W/FHWA ALUM CAP

21106 173103.264 4130492.000 3838.250 42°06'13.934777"N 123°24'51.478035"W 3759.835 0.99988594 MAG NAIL & WASHER

21107 173339.416 4130373.268 3822.664 42°06'16.225279"N 123°24'53.161037"W 3744.2319 0.999886482 5/8" IR W/FHWA ALUM CAP

21108 173590.674 4130312.691 3807.606 42°06'18.684893"N 123°24'54.080085"W 3729.1604 0.999886983 MAG NAIL & WASHER

21109 173956.144 4129963.267 3777.417 42°06'22.172695"N 123°24'58.881193"W 3698.9323 0.999888118 5/8" IR W/FHWA ALUM CAP

21110 174181.217 4129933.376 3769.338 42°06'24.384351"N 123°24'59.381418"W 3690.843 0.999888308 5/8" IR W/FHWA ALUM CAP

21111 174216.825 4130255.973 3751.824 42°06'24.846804"N 123°24'55.121073"W 3673.352 0.999889103 5/8" IR W/FHWA ALUM CAP

21112 174255.978 4130433.186 3744.191 42°06'25.294243"N 123°24'52.789764"W 3665.7309 0.999889428 5/8" IR W/FHWA ALUM CAP

21113 174187.579 4130548.513 3737.584 42°06'24.658640"N 123°24'51.229258"W 3659.135 0.999889799 MAG NAIL & WASHER

21114 174310.049 4130844.693 3719.520 42°06'25.969442"N 123°24'47.359186"W 3641.0888 0.999890545 5/8" IR W/FHWA ALUM CAP

21115 174248.815 4131147.915 3699.706 42°06'25.469082"N 123°24'43.310989"W 3621.2996 0.999891536 MAG NAIL & WASHER

21116 174228.964 4131368.137 3687.673 42°06'25.348726"N 123°24'40.382256"W 3609.2837 0.999892121 5/8" IR W/FHWA ALUM CAP

21117 174063.423 4131520.605 3678.387 42°06'23.766829"N 123°24'38.284615"W 3600.0148 0.999892704 MAG NAIL & WASHER

21118 174107.312 4131792.980 3671.136 42°06'24.293579"N 123°24'34.693866"W 3592.7825 0.999893003 5/8" IR W/FHWA ALUM CAP

21119 173966.160 4132121.495 3650.927 42°06'23.012810"N 123°24'30.273601"W 3572.6027 0.999894081 MAG NAIL & WASHER

21120 174054.203 4132387.479 3633.003 42°06'23.973191"N 123°24'26.787903"W 3554.6953 0.999894851 5/8" IR W/FHWA ALUM CAP

21121 174034.925 4132565.922 3623.859 42°06'23.844052"N 123°24'24.413342"W 3545.5651 0.999895299 MAG NAIL & WASHER

21122 174156.418 4132677.808 3614.097 42°06'25.081794"N 123°24'22.985946"W 3535.807 0.999895656 5/8" IR W/FHWA ALUM CAP

21123 174309.885 4133058.243 3590.699 42°06'26.727198"N 123°24'18.012948"W 3512.4314 0.999896627 MAG NAIL & WASHER

21124 174464.879 4133061.138 3586.553 42°06'28.258308"N 123°24'18.045874"W 3508.2802 0.99989669 MAG NAIL & WASHER

21125 174547.320 4132838.322 3575.115 42°06'28.995833"N 123°24'21.037827"W 3496.823 0.999897172 5/8" IR W/FHWA ALUM CAP

21126 174543.386 4132558.866 3562.775 42°06'28.861216"N 123°24'24.740954"W 3484.4627 0.999897774 5/8" IR W/FHWA ALUM CAP

21127 174805.673 4132457.357 3546.297 42°06'31.415743"N 123°24'26.207489"W 3467.968 0.999898336 5/8" IR W/FHWA ALUM CAP

21128 174910.889 4132179.463 3526.944 42°06'32.359155"N 123°24'29.940218"W 3448.5909 0.999899179 5/8" IR W/FHWA ALUM CAP

21129 175197.273 4131830.281 3500.680 42°06'35.066583"N 123°24'34.701591"W 3422.291 0.999900196 5/8" IR W/FHWA ALUM CAP

21130 175596.533 4131585.930 3473.703 42°06'38.924261"N 123°24'38.125243"W 3395.2819 0.999901146 5/8" IR W/FHWA ALUM CAP

21131 175926.911 4131728.975 3453.798 42°06'42.234881"N 123°24'36.380984"W 3375.3759 0.999901805 5/8" IR W/FHWA ALUM CAP

21132 176008.038 4131596.817 3448.264 42°06'42.990417"N 123°24'38.170591"W 3369.8292 0.999902003 5/8" IR W/FHWA ALUM CAP

21133 175892.749 4131444.661 3438.384 42°06'41.800042"N 123°24'40.134793"W 3359.942 0.999902581 5/8" IR W/FHWA ALUM CAP

21134 175869.447 4131165.800 3420.778 42°06'41.474252"N 123°24'43.821298"W 3342.316 0.999903452 MAG NAIL & WASHER

21135 175869.178 4130774.984 3399.940 42°06'41.337349"N 123°24'49.002760"W 3321.4487 0.999904461 5/8" IR W/FHWA ALUM CAP

21136 175936.992 4130693.331 3397.383 42°06'41.978757"N 123°24'50.116642"W 3318.8831 0.999904527 5/8" IR W/FHWA ALUM CAP

21137 176210.793 4130771.790 3385.822 42°06'44.708705"N 123°24'49.202748"W 3307.3184 0.999904839 5/8" IR W/FHWA ALUM CAP

21138 176269.907 4130658.103 3378.913 42°06'45.253218"N 123°24'50.737358"W 3300.3987 0.999905121 5/8" IR W/FHWA ALUM CAP

21139 176057.398 4130356.092 3359.986 42°06'43.051506"N 123°24'54.643483"W 3281.4562 0.999906221 5/8" IR W/FHWA ALUM CAP

21140 176172.727 4130124.247 3345.351 42°06'44.110328"N 123°24'57.770653"W 3266.7994 0.999906828 MAG NAIL & WASHER

PROJECT : Oregon Caves Highway

DATE OF FIELD WORK : 6/2021

DATE OF FINAL ADJUSTMENT : 6/2021

PROJECT UNITS : International foot COORDINATE SYSTEM : Oregon South SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

c:

\p w -w or k\ d0 or

-0

_S ur ve y C on tr ol

.x ls x] S he et

-A ug

-2

1:

W

FL

H D

S ur ve y

W

FL

H D

S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.11

SHEET

NUMBER

FLAP DOT 46(1)OR

SURVEY CONTROL

Sheet 1 of 2

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

21141 176117.526 4129897.620 3335.378 42°06'43.487436"N 123°25'00.749890"W 3256.811 0.99990736 5/8" IR W/FHWA ALUM CAP 1.

21142 176234.319 4129727.698 3324.656 42°06'44.581970"N 123°25'03.056763"W 3246.0717 0.999907777 5/8" IR W/FHWA ALUM CAP

21143 176391.829 4129654.412 3315.414 42°06'46.111705"N 123°25'04.101217"W 3236.8183 0.999908084 5/8" IR W/FHWA ALUM CAP

21144 176376.114 4129235.400 3293.925 42°06'45.812351"N 123°25'09.649472"W 3215.2972 0.999909139 5/8" IR W/FHWA ALUM CAP

21145 176460.559 4128902.661 3274.145 42°06'46.531422"N 123°25'14.100185"W 3195.4823 0.999910023 5/8" IR W/FHWA ALUM CAP

21146 176545.286 4128810.100 3266.258 42°06'47.335971"N 123°25'15.366614"W 3187.5846 0.999910329 MAG NAIL & WASHER

21147 176542.837 4128624.232 3256.781 42°06'47.247763"N 123°25'17.829846"W 3178.0931 0.999910791 5/8" IR W/FHWA ALUM CAP

21148 176835.291 4128500.646 3240.683 42°06'50.092303"N 123°25'19.603782"W 3161.974 0.99991131 MAG NAIL & WASHER

21149 176675.172 4128182.929 3218.566 42°06'48.402094"N 123°25'23.742204"W 3139.8378 0.999912517 MAG NAIL & WASHER

21150 176699.154 4127816.563 3198.216 42°06'48.512519"N 123°25'28.610860"W 3119.4578 0.999913481 5/8" IR W/FHWA ALUM CAP

21151 176870.584 4127682.452 3187.053 42°06'50.158627"N 123°25'30.468423"W 3108.2768 0.999913871 MAG NAIL & WASHER

21152 176958.703 4127356.336 3167.177 42°06'50.916024"N 123°25'34.833178"W 3088.371 0.999914755 5/8" IR W/FHWA ALUM CAP

21153 177249.796 4127055.214 3141.734 42°06'53.685770"N 123°25'38.960683"W 3062.8916 0.999915729 5/8" IR W/FHWA ALUM CAP

21154 177435.017 4126934.719 3129.938 42°06'55.472677"N 123°25'40.644224"W 3051.0782 0.999916136 5/8" IR W/FHWA ALUM CAP

21155 177756.877 4126967.861 3112.643 42°06'58.661533"N 123°25'40.354048"W 3033.7723 0.999916683 5/8" IR W/FHWA ALUM CAP

21156 177818.440 4126705.219 3097.020 42°06'59.178587"N 123°25'43.865059"W 3018.1257 0.999917385 5/8" IR W/FHWA ALUM CAP

21157 177946.340 4126555.849 3084.380 42°07'00.389624"N 123°25'45.904950"W 3005.4684 0.999917884 5/8" IR W/FHWA ALUM CAP

21158 178200.651 4126397.944 3066.338 42°07'02.845635"N 123°25'48.116699"W 2987.4031 0.999918531 MAG NAIL & WASHER

21159 178259.125 4126203.727 3053.566 42°07'03.355777"N 123°25'50.719072"W 2974.6132 0.999919098 MAG NAIL & WASHER

21160 178268.464 4126029.353 3043.689 42°07'03.387699"N 123°25'53.035533"W 2964.7219 0.999919568 5/8" IR W/FHWA ALUM CAP

21161 178452.995 4125879.026 3030.115 42°07'05.157422"N 123°25'55.114502"W 2951.1283 0.999920062 5/8" IR W/FHWA ALUM CAP

21162 178675.074 4125877.785 3018.518 42°07'07.349361"N 123°25'55.234093"W 2939.5219 0.999920424 5/8" IR W/FHWA ALUM CAP

21163 178759.460 4126054.372 3011.572 42°07'08.243472"N 123°25'52.931765"W 2932.5864 0.999920677 MAG NAIL & WASHER

21164 178954.535 4125972.457 2999.003 42°07'10.140939"N 123°25'54.108533"W 2920.0027 0.999921112 MAG NAIL & WASHER

21165 179200.190 4125892.812 2985.987 42°07'12.538515"N 123°25'55.278711"W 2906.9702 0.999921525 5/8" IR W/FHWA ALUM CAP

21166 179173.792 4125770.623 2976.742 42°07'12.235662"N 123°25'56.886689"W 2897.7167 0.999921994 5/8" IR W/FHWA ALUM CAP

21167 178891.660 4125632.821 2966.953 42°07'09.402791"N 123°25'58.582884"W 2887.9286 0.99992271 5/8" IR W/FHWA ALUM CAP

21168 178824.261 4125494.765 2957.624 42°07'08.689673"N 123°26'00.382179"W 2878.5915 0.999923219 5/8" IR W/FHWA ALUM CAP

21169 178875.384 4125135.378 2937.534 42°07'09.070009"N 123°26'05.171368"W 2858.4712 0.999924147 MAG NAIL & WASHER

21170 178752.611 4125001.433 2930.467 42°07'07.811632"N 123°26'06.890383"W 2851.3988 0.999924595 5/8" IR W/FHWA ALUM CAP

CAVE1 178664.406 4124682.040 2910.924 42°07'06.830295"N 123°26'11.084448"W 2831.8345 0.999925617 MAG NAIL & WASHER

CAVE2 178656.864 4124742.874 2915.020 42°07'06.776905"N 123°26'10.274296"W 2835.9356 0.999925425 MAG NAIL & WASHER

CAVE4 171450.819 4131216.828 3956.892 42°05'57.870692"N 123°24'41.107308"W 3878.5989 0.999881696 MAG NAIL & WASHER

CAVE5 171523.829 4131614.357 3979.511 42°05'58.727903"N 123°24'35.871375"W 3901.2445 0.999880538 5/8" IR W/FHWA ALUM CAP

PROJECT : Oregon Caves Highway

DATE OF FIELD WORK : 6/2021

DATE OF FINAL ADJUSTMENT : 6/2021

PROJECT UNITS : International foot COORDINATE SYSTEM : Oregon South SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

c:

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-0

_S ur ve y C on tr ol

.x ls x] S he et

2)

-A ug

-2

1:

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FL

H D

S ur ve y

W

FL

H D

S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.12

SHEET

NUMBER

FLAP DOT 46(1)OR

SURVEY CONTROL

Sheet 2 of 2

OR FLAP DOT 46(1) E.8

OR FLAP DOT 46(1) E.9

OR FLAP DOT 46(1) E.10

OR FLAP DOT 46(1) E.11

OR FLAP DOT 46(1) E.12

10.4 x 16 20301 -1900

60201 -0600

60704 -0000

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

-I

N C H

P

IP

E C U

LV

ER

T

C

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

C E

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

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B

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REMARKS

See below for numbered notes

FEET CUYD EACH LNFT EACH Lt Rt

17+34 1 24-INCH

18+96 1 12-INCH

21+92 1 12-INCH

27+61 1 12-INCH

31+51 1 24-INCH

41+04 1 12-INCH

42+12 1 18-INCH

49+31 1 36-INCH

59+88 1 12-INCH

70+13 1 12-INCH

76+58 1 12-INCH

84+99 1 30-INCH

125+87 1

128+45, LT 1 18-INCH

128+94 1

129+00, LT 1 18-INCH

129+20 1 24-INCH

129+37 1 18-INCH

135+30, LT 1 12-INCH

142+58 1 18-INCH

146+46 1 18-INCH

153+75 1 18-INCH

159+62 1 12-INCH

164+64 1 12-INCH

169+23 1 12-INCH

182+72 1 12-INCH

186+41 2 40 30 6° AS/GS

187+04 1 12-INCH

189+23 2 40 1 30 0° AS/GS 12-INCH

196+37 1 12-INCH

201+18 1 24-INCH

PROJECT TOTAL 80 2 60 28

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the thickness required 4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel by the Std. 602-1 fill height table. all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the 5. See Std. 602-7 for acceptable concrete cell class. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). P Plastic

3. Aluminum pipe culvert minimum wall thickness is the thickness (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

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-w or k\ d0 or -0

_d ra in ag e_ ta bs .x ls x]

S he et

-A ug

-2

9:

S

D av is 3/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.1

SHEET

NUMBER

FLAP DOT 46(1)OR

Note: The quantities shown hereon are approximate and are subject to field adjustments.

OR FLAP DOT 46(1) F.2

OR FLAP DOT 46(1) F.3

OR FLAP DOT 46(1) F.4

-I / 4 · x 4'' x 1' LreaLed woad posL - ·� 1

- Tnsta/1 R.1{)-24 (modified), see detail this sheet

I ,,,,--- Cantilever sign V �r -- h---J

Inst;,1/ Bike Pu,;hbuttun n and Rl 0-24 in�tru�tion sign � · y

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Existing ground �

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TYPICAL BIKE PLJSHBUT i ON INS i ALLAT:CON

ON ifA!JOOD POST

4" x -1" 1 ' extnm;fon hlcr:k (or equivalent as needed)

NOTE:

'i

0'-9"

0� ;r-.

I PUSH

BUTTON

FORGREEt�

LIGHT

AND EXTRA

BIKE TIME

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8"

I 13.8" ""'C

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I ,r I==!= o.s"

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____j 1--- ------1 �

1.25' 6.5"' 1.25"

R10-24 (MODIFIED) SIGN DETAIL

NOTES:

STATE PROJFCT

OR FLAP DOT 46(1)

1. Pushbutton may he a wired or wireless connection to temporary signal.

3. Mount wired pushbutton to post.

4. ;each f;orn echJe nf p,1vc1mn1t.

5. Install pushbutton with sign approximately 10-20 feet prior to the stop bar.

- - - - [- D-;;;;,m, ]- - - - - -ou-;;,,1y C'-ar -ha0 3 _C/c-r p�as-

1 --- 2 � � 3 ---- 4 ◄---:---: _ Bike 4 i:,ikE= 6

NORl4AL PHASE DIAGRAM

The order of signal phases may be change in the field as necessary under the supervision of the contracting officer.

SHEET

NUMGC:R

1.4

TEMPORARY TRAFFIC SIGNAL

BIKE PUSHBUTTON

DETAILS

steven.davis Sticky Note Accepted set by steven.davis steven.davis

Accepted set by steven.davis

OR FLAP DOT 46(1) I.6

OR FLAP DOT 46(1) I.9