OKA-WEN_Phase_2_Plans_Final.pdf

South Fork Tieton River ec ur pS ke er

C

1 MILE

Rimrock Lake htu oS kroF notei T dR Clear Lake

ROAD 1000, M.P.7.2

Silver Beach

1000 FT

South Fork Tieton River

N F

2000 FT

Nile

Rattlesnake Crk

NF 1502

NF 1500

Clover Springs Rd

N

VICINITY MAPS

SHEET 2 OF 3

Tieton Reservoir

Rd

NF 1502

A p p ro x . 3 m ile s to Y ak im a, W

A

Ri m R oc k

La ke , W

A

FN

12 12 12

Naches Riverel i N

1061 F N

NF 1070

NF 1070

Ap pr ox . 3 m ile s

Approx. 102 miles a n d S ta te H w y

T o R im ro c k

W A to Napavine, WA & I-5

Rim Rock Lake, WA

A p p ro x m il e s

ROAD 1000, M.P. 6.95

ROAD 1000, M.P. 7.35

ROAD 1040, M.P. 0.1

ROAD 1000 M.P. 7.2

ROAD 1000 M.P. 7.35

ROAD 1040 M.P. 0.1

ROAD 1000 M.P. 6.95

1421 FN

0021 FN

776 FN

N F

ROAD 1000, M.P. 11.7

ROAD 1000 M.P. 11.7

ROAD 1502, M.P. 1.5

ROAD 1502 M.P. 1.5

NF 1500

N F

NF

N F

F

N

F

N

F

N

A.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d w a e f1 a d .d g n

WA FS ERFO 2016(1)-23(1)

A

M

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y to Y a k im a , W

A

F ro m N ile s , W

Sheet and Description

D.1 D.2 D.3 D.4 D.5 D.6 D.7 D.8 D.9 D.10 D.11 D.12 D.13 D.14 D.15 D.16

Road

M.P. 6.95

Road

M.P. 7.2

Road

M.P. 7.35

Road M.P.

11.7

Road

M.P. 0.1

Road

M.P. 1.5

Road

M.P. 8.0

Road

M.P. 5.0

Road

M.P. 2.1

Road

M.P. 6.7

Road

M.P. 9.2

Road

M.P. 9.6

Road

M.P. 2.2

Road

M.P. 3.4

Road

M.P. 1.9

Road

M.P. 1.5

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL LPSM ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL

A0140 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 190 265 620 50 1,125

A0160 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 565 80 180 570 215 150 745 175 625 210 210 30 3,755

A0180 20120-1000 REMOVAL, INDIVIDUAL TREE EACH 10 10

A0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1 1 1 1 1 2 1 9

A0220 20302-1300 REMOVAL OF GUARDRAIL,

CONCRETE BARRIER LNFT 37.5 37.5 25.0 100.0

A0240 20401-0000 ROADWAY EXCAVATION CUYD 2,683 119 3,068 155 111 593 15 656 7,400

A0260 20420-0000 EMBANKMENT CONSTRUCTION CUYD 110 284 40 2,859 235 272 3,800

A0280 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 5 5 5 5 5 10 35

A0300 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 19 37 10 15 19 100

A0320 25101-0400 PLACED RIPRAP, METHOD A,

CLASS 4 CUYD 50 50 10 110

A0340 25102-2400 PLACED RIPRAP, METHOD B,

CLASS 4 TON 57 22 30 11 120

A0360 25120-0000 RIPRAP DITCH, METHOD A LNFT 225 25 250

A0380 25205-0000 ROCK BUTTRESS CUYD 75 10 85

A0400 26101-0000 REINFORCED SOIL SLOPE SQFT 1,150 1,400 250 2,800

A0420 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 240 50 72 200 14 12 63 8 60 127 39 34 55 24 8 94 1,100

A0440 30302-1000 DITCH RECONDITIONING LNFT 600 80 180 150 100 600 200 55 135 2,100

A0460 30303-1000 ROADBED RECONDITIONING SQYD 1,333 400 1,200 288 374 105 3,700

A0480 57501-0000 MINOR BRIDGE WORK LPSM ALL ALL

A0500 60201-0800 24-INCH PIPE CULVERT LNFT 60 26 30 24 46 14 200

A0520 60201-1000 36-INCH PIPE CULVERT LNFT 80 44 16 140

A0540 60201-1200 48-INCH PIPE CULVERT LNFT 60 58 12 130

A0560 60201-1900 90-INCH PIPE CULVERT LNFT 44 6 50

A0580 60221-4450 14 FEET SPAN, 8 FEET RISE

REINFORCED CONCRETE BOX

CULVERT, SINGLE BARREL LNFT 26 26

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

-M ar -2

8:

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

O

K A-

W

EN

P ha se

E st im at e.

xl sx

]S he et

STATE PROJECT

B.1FS ERFO 2016(1)-23(1)WA

SHEET

NUMBER

Sheet and Description

D.1 D.2 D.3 D.4 D.5 D.6 D.7 D.8 D.9 D.10 D.11 D.12 D.13 D.14 D.15 D.16

Road

M.P. 6.95

Road

M.P. 7.2

Road

M.P. 7.35

Road M.P.

11.7

Road

M.P. 0.1

Road

M.P. 1.5

Road

M.P. 8.0

Road

M.P. 5.0

Road

M.P. 2.1

Road

M.P. 6.7

Road

M.P. 9.2

Road

M.P. 9.6

Road

M.P. 2.2

Road

M.P. 3.4

Road

M.P. 1.9

Road

M.P. 1.5

ALLOWANCE Bid Schedule

A0600 60304-0000 STRUCTURAL PLATE ARCH

(16'-3" SPAN, 10'-10" RISE) LNFT 72 3 75

A0620 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 150 10 160

A0640 60704-0000 CLEANING CULVERT IN PLACE EACH 2 3 2 2 9

A0660 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 80 80

A0680 62201-0700 BACKHOE LOADER, 1 CUBIC

YARD MINIMUM CAPACITY

FRONTEND BUCKET, 10 CUBIC

FOOT MINIMUM CAPACITY

BACKHOE BUCKET, 90 HP

MINIMUM FLYWHEEL HOUR 80 80

A0700 62201-3300 HYDRAULIC EXCAVATOR, 3/4

CUBIC YARD MINIMUM CAPACITY HOUR 30 30

A0720 62301-0000 GENERAL LABOR HOUR 80 80

A0740 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 334 208 100 2,056 243 261 1,917 249 1,674 133 122 358 7,655

A0760 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0780 64703-3010 MITIGATION, ROCK WEIR EACH 13 6 3 3 25

A0800 64703-6000 MITIGATION, FISH PASSAGE

BOULDER EACH 24 12 6 3 45

A0820 64703-7000 MITIGATION, BAFFLE

(SEDIMENTATION RETENTION

SILL) EACH 12 6 2 20

A0840 64704-1000 MITIGATION, STREAMBED

MATERIAL CUYD 336 113 89 32 570

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

-M ar -2

8:

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

O

K A-

W

EN

P ha se

E st im at e.

xl sx

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2FS ERFO 2016(1)-23(1)WA

NUMBER

NO SCALE

N

MP 7.35

ROAD 1000

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

D.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fc .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y g ni n oiti d n o c e R h cti

D

Existing Roadway pavement structure

See sheet C.1 for

Tie-in

CONNECTION DETAIL

NOTE:

LEGEND:

Roadbed Reconditioning

Install riprap apron

Install 24" pipe culvert

Remove existing culvert in place

MP 11.7

ROAD 1000

N

CUYD

EXC.

CUYD

EMB.

Road 1050.

Concrete Barriers located at junction of Road 1000 and

3. Notify the CO 7 days prior to removal of Concrete Barriers.

2. Place inlet invert of pipe to prevent ponding.

is a representation. Adjust to fit field conditions.

1. Site not surveyed. Horizontal and Vertical alignment

D.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fd .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

Existing Roadway pavement structure

See sheet C.1 for

Tie-in

CONNECTION DETAIL

Existing ground

Proposed grade I n s ta ll r ip r a p a p r o n

I n s ta ll p ip e c u lv e r t

ROAD 1000 MP 11.7

END ROAD 1000 MP 11.7

BEGIN

NOTE:

MP 9.2

ROAD 9737

NO SCALE

NOTE:

representation. Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a

Existing Roadway

(No Scale) pavement structure

See sheet C.3 for

Tie-in

CONNECTION DETAIL

LEGEND:

N

Clean culvert in place

Remove 4' X 4' boulder

Clean culvert in place g ni n oi ti d n o c e R h c ti

D

Roadbed Reconditioning

D.11

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fk .d g n

WA FS ERFO 2016(1)-23(1)

P

J a n u a r y

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

For information only. Do not measure for payment

16'

Install riprap apron Install 36" pipe culvert

[1]

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

1.

2 412932.580 1803305.480 2761.620 48°07'48.352137"N 120°09'58.690659"W 2702.6601 0.99981321 SPIKE

4 412697.450 1803352.610 2780.310 48°07'46.027729"N 120°09'58.025955"W 2721.3469 0.99981231 SPIKE

5 412670.640 1803377.680 2787.260 48°07'45.761010"N 120°09'57.659823"W 2728.2969 0.99981198 REBAR

GPS1 413142.760 1803283.170 2754.370 48°07'50.428202"N 120°09'58.992685"W 2695.4134 0.99981356 cp1 rbr/alcap

GPS3 413319.790 1803155.650 2731.410 48°07'52.186121"N 120°10'00.849914"W 2672.46 0.99981465 cp3 spike

CP1 467470.020 1844608.820 2818.430 48°16'42.553490"N 119°59'41.078721"W 2758.8337 0.99981442 aluminum cap

CP2 467466.430 1844700.130 2828.010 48°16'42.508243"N 119°59'39.729415"W 2768.4137 0.99981397 spike

CP3 467488.360 1844468.100 2805.560 48°16'42.749596"N 119°59'43.156108"W 2745.9669 0.99981504 spike

CP4 467687.450 1843932.590 2762.320 48°16'44.771681"N 119°59'51.040884"W 2702.7335 0.99981713 aluminum cap

CP1 453790.200 1453628.990 3671.930 46°34'31.182288"N 121°14'33.997415"W 3609.4203 0.99974223 ALUMINUM CAP

CP2 453732.210 1453554.060 3675.720 46°34'30.602880"N 121°14'35.062207"W 3613.2103 0.99974205 SPIKE

GPS3 453689.410 1453501.400 3682.220 46°34'30.175487"N 121°14'35.810251"W 3619.7103 0.99974174 SPIKE

GPS4 453692.340 1453502.680 3668.880 46°34'30.204529"N 121°14'35.792324"W 3606.3703 0.99974238 gps1 538817.560 1498148.270 2672.290 46°48'34.160768"N 121°04'05.465968"W 2608.6746 0.99979766 nail gps2 538770.770 1498414.010 2674.960 46°48'33.717779"N 121°04'01.640582"W 2611.3348 0.99979752 nail

CP1 720395.900 1419615.110 2862.020 47°18'19.212020"N 121°23'23.954916"W 2797.0595 0.99986012 ALUMINUM CAP

CP2 720586.350 1419804.940 2861.580 47°18'21.112728"N 121°23'21.231763"W 2796.6293 0.99986026 ALUMINUM CAP

CP3 720488.970 1419711.490 2859.930 47°18'20.141271"N 121°23'22.571737"W 2794.9728 0.99986028 SPIKE

CP4 720490.420 1419524.450 2866.780 47°18'20.134753"N 121°23'25.285813"W 2801.8162 0.99985995 SPIKE

CP3 753734.680 1535341.490 3561.140 47°23'57.757168"N 120°55'27.352176"W 3500.9498 0.99984858 aluminum cap

GPS1 753760.250 1535180.510 3567.450 47°23'58.000972"N 120°55'29.694107"W 3507.2598 0.9998483 aluminum cap

GPS2 753747.450 1535515.250 3562.270 47°23'57.892415"N 120°55'24.827480"W 3502.0864 0.99984853 spike

PROJECT : Okanogan-Wenatchee 2016 Repairs, Phase 2 COORDINATE SYSTEM : Washington North And Washington South SPCS NAD83 (2011) VERTICAL DATUM : Orthometric Elevations based on the NAVD88 GEOID12b

PROJECT UNITS : US SURVEY FOOT

EPOCH DATE :2010.000

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.

4330 Road MP 5 (Washington North SPCS)

4150-200 Road (Washington North SPCS)

1040 Road MP 0 (Washington South SPCS)

1502 Road (Washington South SPCS)

5483 Road (Washington South SPCS)

9737 Road MP 6-7 (Washington South SPCS)

C

M yF ile s\

M

IS

C \c on tr ol _s he et s\ [O ka no ga n-

W en at ch ee

R ep ai rs

Ph as e

2_ co nt ro ls he et _v

2.

xl sx ]S he et

-N ov -2

2:

P M

U S

FS

U S

FS

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.17

SHEET

NUMBER

FS ERFO 2016(1)-23(1)WA

SURVEY CONTROL

MP 6.95

ROAD 1000

E.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e a .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

LEGEND:

Fiber Roll

Silt Fence

MP 7.2

NO SCALE

N

E.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e b .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

LEGEND:

MP 7.35

ROAD 1000

E.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e c .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

LEGEND:

MP 11.7

NO SCALE

E.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e d .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

ROAD 1000 MP 11.7

END

ROAD 1000 MP 11.7

BEGIN

LEGEND:

N

NO SCALE MP 0.1

ROAD 1040

E.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e e .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

400+80.00

402+20.00

ROAD 1040 MP 0.1

BEGIN

ROAD 1040 MP 0.1

END

LEGEND:

NO SCALE MP 1.5

ROAD 1502

E.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e f.

d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

N 79° 50' 20" W

Berm/Sandbags

ROAD 1502 MP 1.5

END

ROAD 1502 MP 1.5

BEGIN

0+85.75

1+63.41

Dewatering Area

LEGEND:

Berm

Fiber Roll

Silt Fence

Dewatering Area

R a tt le sn a k e C re e k

(10' Wide Path)

Access Area

Ordinary High Water Mark (OHWM)

(21' Width avg.)

Dewatering Area

Dewatering Area

Temporary Access Area

MP 8.0

ROAD 3507

NO SCALE

N

E.7

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e g .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

LEGEND:

MP 5.0

ROAD 4330

NO SCALE

E.8

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e h .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

101+70.00

108+00.00

ROAD 4330 MP 5.0

BEGIN

ROAD 4330 MP 5.0

END

LEGEND:

N

NO SCALE MP 2.1

ROAD 5483

E.9

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e i.

d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

5485+00.00

5485+80.00

ROAD 5483 MP 2.1

BEGIN

ROAD 5483 MP 2.1

END

LEGEND:

35553555

35703570

C M

P

C M

P

C M

P

C M

P

C M

P

N

NO SCALE MP 6.7

ROAD 9737

E.10

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e j.

d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

201+00.00

204+00.00

ROAD 9737 MP 6.7

BEGIN

ROAD 9737 MP 6.7

END

LEGEND:

MP 9.2

NO SCALE

N

E.11

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e k .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

LEGEND:

MP 9.6

NO SCALE

N

E.12

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e l.

d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

LEGEND:

Berm

MP 2.2

ROAD 4150 100

N

NO SCALE

E.13

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e m .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

LEGEND:

27502

2780 2780

0 2

N

MP 3.4

ROAD 4150 200

NO SCALE

E.14

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e n .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

303+00.00

308+50.00

ROAD 4150 200 MP 3.4

BEGIN

ROAD 4150 200 MP 3.4

END

LEGEND:

MP 1.9

ROAD 4330 400

E.15

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e o .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

LEGEND:

MP 1.5

ROAD 7322 200

N

NO SCALE

E.16

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 e p .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

LEGEND:

157-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

DIVERSION CHANNELS

TEMPORARY

STATE PROJECT

NUMBER

SHEET

E.17

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(1) WA

U S

C c m y fi le s p w p r o d u c ti o n d w a e f1 e q .d g n a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERT

DIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-B

PLAN

W

B

W

B

W

B B

W

T T

Ø when scheduled)

Silt fence (typ.

Roadway embankment

Roadway embankment

Temporary culvert backfill

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits when scheduled)

Silt fence (typ.

See Note 5

Permanent culvert

Roadway centerline temporary barrier

Use sandbags to construct

SandbagsPlastic liner

SSSS

SS SS

D

D D

D

SS

SS

SS SS

1.

2.

3.

4.

5.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

When specified replace the portion of the diversion channel through the roadway embankment with temporary culvert. Compact temporary culvert backfill using one of the methods listed in Subsection 204.11(a).

See Erosion Control Section for temporary culvert diameter, riprap class, channel dimensions and quantities.

Use plastic liner or riprap along the entire length and width of the temporary diversion channel.

Construct channel at a minimum grade of 0.5 percent.

Do not construct with longitudinal joints if using a plastic liner. Bury the upstream edge of the liner a minimum of

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

6" deep and secure with riprap or sandbags.

2'2'

Bury plastic liner 6" deep

2'2'

NOTE:

with plastic liner or riprap

Temporary diversion channel

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.18

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(1) WA

U S

C c m y fi le s p w p r o d u c ti o n d w a e f1 e r .d g n a r c h

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Varies

Geotextile

Steel or wood post

Backfilled and compacted soil fo r s p a c in g

S e e N o te

Limits of clearing

(undisturbed)

Existing ground

Silt fence reinforcement

NOTE:

Staple or tie

Section B

Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow

Flow running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed m in m in m in

6-foot (max.) spacing without silt fence reinforcement.

10-foot (max.) spacing with silt fence reinforcement.

4" min.

6" min. trench

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.19

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(1) WA

U S

C c m y fi le s p w p r o d u c ti o n d w a e f1 e s .d g n a r c h

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

Existing roadway pavement

Saw cut

1:2 pavement

Saw cut

Reinforced soil slope

(PAY LIMITS)

3'

Access ramp

Toe elevation

FOOTNOTE:

C o n s tr u c ti o n L im it s

C o n s tr u c ti o n L im it s

Existing ground white, plastic

Object marker post, LC

WITH RIPRAP ARMOR

REINFORCED SOIL SLOPE

pavement structure

See C Sheets for

Subgrade hinge

See Sheet G.2 for 6" perforated pipe underdrain system detail

Stabilization geogrid

Welded wire reinforcement

H

R e in fo r c e d S o il S lo p e P a y L im it s

Geotextile filter, class 1, non-woven, type A

Geotextile filter, class 1, non-woven, type A

Keyed riprap class 2

Keyed riprap, class 2

Reinforcement geogrid

SHEET 1 OF 2

Backfill material

6.

5.

4.

3.

2.

1.

[2][1]Geocomposite drain, type 1

2'

REINFORCED SOIL SLOPE PROFILE

Finished face

See Sheet G.2 for wrap detail pipe, 2% min. slope

6" Ø solid outlet drain

1:10

18" (typ.)

4' (min.)

13' (min.)

Toe elevation x x x x x x x x x x x xx x x x x x x x x x x x xx x x x x x x x x x x x xx x x x x x x x x x x x xx x x x x x x x x x x x xx

DETAILS

REINFORCED SOIL SLOPE

m a x

B e n c h h e ig h t class 2, 42" thickness (typ.)

Placed riprap, Reinforcement geogrid, type lll

(secondary) wrapped on face

Reinforcement geogrid, type lll (primary), wrapped at face

Reinforcement geogrid, type lll

[10]3'

Bench height is 3-feet (max.) at Road 3507 MP 8.0.

Cut bench steps in accordance with Section 204.09.

See welded wire reinforcement detail on Sheet G.2.

Allow 8-inch set back from finished face.

reinforcement geogrid. Embed 4-feet (min.) into reinforced zone.

Place welded wire reinforcement at same elevation as primary

Place stabilization geogrid within 1-foot of slope face.

Protect with granular backfill before placing riprap.

Place riprap concurrently with RSS construction.

Place post within 12-inches of the end of the pipes.

Mark the outlet with a 6-foot long post with 2-foot embedment.

Install the geocomposite drains to a height of 2/3H.

Place 24-inch wide geocomposite drains 10-feet on center.

G.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 h a .d g n

WA FS ERFO 2016(1)-23(1)

F e b r u a r y

C h e c k e d b y

D e s ig n e d b y over the pipe as a continuous reinforcement layer.

is less than half of the pipe cross-section, place the reinforcement trim the reinforcement along the length of the pipe. If the portion layer and more than half of the pipe cross-section is exposed, limits. If a portion of the culvert lies above the reinforcement

For culverts located within the reinforced soil slope construction

(max.)

Provide solid outlet drain pipe spaced 20-foot center-to-center on outlet.

slopes as directed by the CO. Install approved rodent guards

Bevel ends of outlet pipe to match the surrounding finish primary reinforcements.

Back of temporary excavation to extend 1-foot behind back of as reinforced soil slope construction proceeds.

Extend each course of reinforcements into access ramp areas

Slope or shore excavation according to Section 208.

14' (min.)

Foundation Width

[2]

[3]

[4]

[5]

[6]

[5]

[4]

[6]

[7]

[8]

[8][7]

[9]

[10]

FOOTNOTE:

2% min.

Granular backfill

UNDERDRAIN SYSTEM

6" PERFORATED PIPE

Perforated pipe 6" dia.

6"

3"

3"

6" dia. Solid outlet drain pipe

WRAP DETAIL

Primary reinforcement

Secondary reinforcement

2' embedment (min) all courses top and bottom, all courses

2.

1.

connect outlet and collector pipes

Provide applicable fittings to type A, non-woven

Geotextile filter, class 1, outlet and prevent soil from entering the connection joints.

the 6-inch collector pipe that allow unobstructed flow to the

Provide connections between the geocomposite drains and

Place 24-inch wide geocomposite drains X-feet on center.

type 1 both sides of drain

Geocomposite drain, max.

Provide solid outlet drain pipe spaced X-foot center-to-center on outlet.

slopes as directed by the CO. Install approved rodent guards

Bevel ends of outlet pipe to match the surrounding finish

DETAILS

REINFORCED SOIL SLOPE

SHEET 2 OF 2

type A, non-woven Geotextile filter, class 1, (typ.) all courses

4" to 6"

12"

4' top wrap (min.)

x x x x x x x x x x x x x x x x

Welded wire reinforcement

Welded wire reinforcementBackfill material x

WELDED WIRE REINFORCEMENT

PLAN VIEW

LC

F a c e o f

S lo p e

Longitudinal direction

W9.4 wires on 12" c-c

12"

W9.4 wires on 12" c-c

6"

15"

G.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 h b .d g n

WA FS ERFO 2016(1)-23(1)

O c to b e r

C h e c k e d b y

D e s ig n e d b y

[1]

[2]

[2]

10.4 x 16 20301 -1900

25101 -0200

25101 -0300

25101 -0400

25102 -2400

25120 -0000

30302 -1000

60201 -0800

60201 -1000

60201 -1200

60201 -1900

60221 -4450

60304 -0000

60501 -0000

60704 -0000

64703 -3010

64703 -6000

64703 -7000

64704 -1000

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

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O N

R

EM

O V A L

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PI

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C U

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PL

A C

ED

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IP

R A P, M

ET

H O

D A

C

LA

S S

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

PL

A C

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IP

R A P, M

ET

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IP

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F

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IS

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T, S

IN

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(1

6' -3

S

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S

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A R D

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YS

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REMARKS

See below for numbered notes

FEET CUYD EACH CUYD CUYD CUYD TON LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH EACH EACH CUYD Lt Rt Road 1000 MP 6.95 1 19 600 80 2

Road 1000 MP 7.2 1 5 80 60

Road 1000 MP 7.35 1 5 180 26

Road 1000 MP 11.7 50 60

Road 1040 MP 0.1 1 5 150 30 150

Road 3507 MP 8.0 1 5 100 24

Road 4330 MP 5.0 10 3

Road 5483 MP 2.1 1 57 72 13 24 12 336 1.5 1.5 AOP

Road 9737 MP 6.7 2 22 44 6 12 6 113 1.5 1.5 AOP

Road 9737 MP 9.2 15 600 44 2

Road 4150 100 MP 2.2 225 2

Road 4150 200 MP 3.4 50 58

Road 4330 400 MP 1.9 5 200 46

Road 7322 200 MP 1.5 1 30 55 26 3 6 89 AOP

PROJECT TOTAL 0 9 25 44 100 109 225 1965 186 124 118 44 26 72 150 9 22 42 18 538

Allowable Pipe Material

NOTE: A Aluminum

1. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete

2. See Std. 602-7 for acceptable concrete cell class. GS Galvanized steel

P Plastic (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\m yf ile s\ pw _p ro du ct io n\ d0

Ph as e

D ra in ag e.

xl sx

]S he et

-M ar

-2

8:

W it uc ki 9/

D

C he ck er

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

H.1

SHEET

NUMBER

FS ERFO 2016(1)-23(1)WA

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

50 40 30 0

PIPE INLET OUTLETHYDRAULIC INFORMATION

102060708090100110120130140 10 20 30 40 50 60 70 80 90 100 110 120 130 140

BANKFULL CHANNEL WIDTH: 12 ft

HW : 2853.58 ft

LENGTH: 72 ft

FLOWLINE SLOPE: 0.0961 ft/ft

WALL THICKNESS: NA

HEADWALL: Riprap

BURIAL DEPTH: 4.50 ft

INV N/E/EL: 720492.13/1419667.62/2848.08

BURIAL DEPTH: 4.50 ft

HEADWALL: Riprap

INV N/E/EL: 720452.52/1419727.34/2841.17

SCALE IN FEET

10 0 10 20 30 40

Q : 8 CFS

H.2

STATE PROJECT

NUMBER

WA FS ERFO 2016(1)-23(1)

J

N e ig h o r n

K

S te in h a u s

C h e c k e d b y

D e s ig n e d b y

PLAN AND PROFILE

CULVERT

ROAD 5483 MP 2.1

N o v e m b e r riprap end treatment method B, class 4 Placed raiprap, Proposed channel elev. 2845.67

Proposed Road Grade

Remove Existing 36" CMP

Proposed channel elev. 2852.58 riprap end treatment method B, class 4 Placed riprap, Proposed channel flowline

Existing ground

Slope 9.61%

Slope 9.61%

RISE: 10' - 10"SPAN: 16' - 3"

PIPE SLOPE: .0961 ft/ft

LOWER BEVEL HEIGHT: 2' - 8" LOWER BEVEL HEIGHT: 2' 8"

Q : 40.5 CFS

F lo w

Flow

TYPE: Struct. Plate Pipe Arch

Arch (16'-3" span x 10'10" rise) Proposed Structural Plate Pipe 5485+38.03

New culvert centerline

Remove existing 36" dia. culvert

5485+33.76, 32.86 LT

5485+43.07, 38.21 RT

N

LC

riprap end treatment method B, class 4 Placed riprap, riprap end treatment method B, class 4 Placed riprap, I n t_ ft m y fi le s p w p r o d u c ti o n d w a e f1 h b .d g n boulder per detail sheet H.6 material and fish passage Backfill with streambed

Q : 33.5 CFS

:1

1:1

Proposed Road

8'-0" detail sheet H.8 Install rock weir per per detail sheet H.6, H.7 and H.8 rock weirs, and fish passage boulders Install sediment retention sills, BEVEL: 1 V : 1.5 H BEVEL: 1 V : 1.5 H plate assembly

Welded connection

PLAN

GENERAL NOTES:

Box invert

Bottom of Box

24"24"6'-0"6'-0"

Top headwall

Box crown

BOX CULVERT

12" depth

Bedding material, (per manufacturer)

Wire mesh along both sides (typ.)

" Bevel2 1" x 22

12 along both sides

" Bevel2 1" x 22 culvert concrete

Precast wingwall concrete

Precast and wingwall joint wrap along culvert

Grout and mastic

10" min.

10" min. base slab

Factored bearing resistance: 1 ton/sq. ft.

Unit weight: 125 lbs/cu. ft.

SOIL:

of any bar shall be 2-inches.

(ASTM, A615) grade 60. The minimum concrete cover to the face

All reinforcing steel shall conform to AASHTO M31, deformed

REINFORCING STEEL:

-inch.4 3Chamfer all exposed edges with minimum 28-day design compressive strength f'c=4,500 psi.

All concrete shall be structural concrete, class A(AE)

CONCRETE:

HL-93.

LIVE LOAD:

Concrete: 150 lb per cubic foot.

DEAD LOAD:

the CO. See section 104.

and grades shown in the plans and provide shop drawings for review by and cut-off walls conforming to ASTM-C1577 and to the dimensions, lines, Contractor shall provide precast concrete box culvert, headwalls, wingwalls, of Roads and Bridges on Federal Highway Projects, FP-14 (U.S. Customary).

Federal Highway Administration Standard Specifications for Construction

Detail is for general information only.

CONSTRUCTION:

CONNECTION PLATE DETAIL

Bottom of Cutt-off Wall sections (typ.)

manufacturer between precast

Install tie rods or connector plates per

SHEET 1 of 2

STRUCTURE DETAILS

BOX CULVERT

NO SCALE

SECTION A-A SECTION B-B

Install tie rods or connector plates per manufacturer between precast sections (typ.)

Weep holes per manufacturer

12" depth material, Bedding install connector plates per manufacturer along culvert and wingwall joint (typ.), and

Water tight grout and mastic wrap

A

A

B B plates (typ.)

connection

Embedded

Headed stud

I n t_ ft m y fi le s p w p r o d u c ti o n d w a e f1 h i.

d g n

N o v e m b e r

L e o n

J

N e ig h o r n

C h e c k e d b y

D e s ig n e d b y

STATE PROJECT

NUMBER

SHEET

WA ERFO 2016(1)-23(1) H.9

ty p

26"-0"

(4' min.)

spacing per manufacturer Watertight box joint

J.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 ja .d g n

WA FS ERFO 2016(1)-23(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

INFORMATIONAL QUANTITIES

TEMPORARY TRAFFIC CONTROL

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

Expressway / Freeway

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

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

J.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(1) WA

U S

C c m y fi le s p w p r o d u c ti o n d w a e f1 jb .d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.

Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

Additional or different message signs may be required to fit the actual construction conditions.

Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

Ensure all sign supports exposed to impact by traffic meet the requirements of

NCHRP-350 or MASH for crashworthiness.

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

Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable.

If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

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

Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

B 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

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

LENGTH AND SPACING TABLE

APPROACH

SPEED*

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

* Approach speed based on the regulatory posted speed, not the advisory speed.

BUFFER SPACE

LENGTH

Expressway / Freeway

WORK

ROAD

AHEAD

BE

PREPARED

TO STOP

ROAD WORK

END

xxx

FEET

635-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

J.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(1) WA

U S

C c m y fi le s p w p r o d u c ti o n d w a e f1 jc .d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Traffic flow

Traffic flow

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For pilot car operation, mount the "PILOT CAR FOLLOW ME" (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the Contractor on the pilot car.

If closure is completely within the project limits, eliminate the "ROAD

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

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

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

(See Length and

Spacing Table)

1.

2.

3.

4.

5.

6.

(See Length and

Spacing Table)

WORK SPACE

G20-2

See Note 4

W20-1

See Note 4

W3-4

W16-2P

(optional)

W20-7

BUFFER SPACE

NOTE:

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

(optional)

A

Flagger location

Flagger location

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

NO SCALE

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

REVISED:

Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

1.5

1.5

1.5

1.5

STATE PROJECT

NUMBER

SHEET

J.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(1) WA

U S

C c m y fi le s p w p r o d u c ti o n d w a e f1 jd .d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, 200' m in m in

6' - 12'

" dia. bolts 4 1Attach sign panels with a minimum of 2 - 1.

2.

3.

4.

5.

6.

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

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post