WA_RIDGE_MAIN(1)_Plans_3-5-18.pdf.pdf

Sheet and Description

Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Section M

Typical Section

Plan & Profile Driveways

Erosion & Sediment Control

Drainage Sanitary Sewer Waterline Utility Environmental

Mitigation Temporary

Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL ALL

A0120 15701-0000 SOIL EROSION CONTROL, SWPPP

MONITORING LPSM ALL ALL

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,685 175 1,860

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 4,225 425 4,650

A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 19 19

A0200 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 7 7

A0220 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION EXIT EACH 1 1

A0240 15706-2200 SOIL EROSION CONTROL, FILTER BAG EACH 1 1

A0260 15801-0000 WATERING FOR DUST CONTROL MGAL 100

A0280 20101-0000 CLEARING AND GRUBBING ACRE 2.5 1.3 3.8 Contract Quantity

A0300 20301-2400 REMOVAL OF SIGN EACH 10 10

A0320 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS, GEE CREEK LPSM ALL ALL

A0340 20401-0000 ROADWAY EXCAVATION CUYD 2,280 8 250 2,538 Contract Quantity

A0360 20403-0000 UNCLASSIFIED BORROW CUYD 20,250 3,442 2,100 25,792 Contract Quantity

A0380 20411-0000 SELECT BORROW TON 4,645 400 5,045

A0400 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 125 15 140

A0420 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 145 15 160

A0440 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 1,520 120 1,640

A0460 25120-0000 RIPRAP DITCH, METHOD A, FILTER ROCK LNFT 430 430

A0480 26101-0000 REINFORCED SOIL SLOPE SQFT 1,240 130 1,370

A0500 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,950 120 200 2,270

A0520 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH

DEPTH SQYD 140 15 155

A0540 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 945 95 180 1,220

A0560 60201-0400 12-INCH PIPE CULVERT LNFT 169 169

A0580 60201-0600 18-INCH PIPE CULVERT LNFT 28 28

A0600 60201-0800 24-INCH PIPE CULVERT LNFT 622 622

A0620 60201-2300 120-INCH PIPE CULVERT LNFT 115 115

A0640 60216-0000 LARGE PRECAST CONCRETE ARCH CULVERT, Contract Quantity

40-FT SPAN x 29-FT± RISE LNFT 74 74

A0660 60401-0000 MANHOLE, 48-INCH DIAMETER EACH 3 3

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

5- M ar -2

2:

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STATE PROJECT

B.1RIDGE MAIN (1)WA

SHEET

NUMBER

Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Section M

Typical Section

Plan & Profile Driveways

Erosion & Sediment Control

Drainage Sanitary Sewer Waterline Utility Environmental

Mitigation

Temporary Traffic Control

Permanent Traffic Control

ALLOWANCE

Bid

Schedule

A0680 60404-0000 CATCH BASIN, COMBINATION INLET, TYPE

1 EACH 2 2

A0700 60404-0000 CATCH BASIN, COMBINATION INLET, TYPE

2 EACH 1 1

A0720 60404-0000 CATCH BASIN, DITCH INLET EACH 1 1

A0740 60404-0000 CATCH BASIN, AREA INLET EACH 1 1

A0760 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH

DEPTH LNFT 1,300 1,300

A0780 61101-0000 WATER SYSTEM, TEMPORARY WATER SERVICE LPSM ALL ALL

A0800 61102-3250 8-INCH WATERLINE, DUCTILE IRON,

CLASS 52 LNFT 1,730 1,730

A0820 61106-0000 FIRE HYDRANT EACH 1 1

A0840 61109-5000 RELOCATE WATER METER EACH 2 2

A0860 61202-0100 4-INCH SEWER LINE, PLASTIC, C900 LNFT 2,005 2,005

A0880 61501-0100 SIDEWALK, CONCRETE SQYD 1,060 1,060

A0900 61501-1100 SIDEWALK, ASPHALT SQYD 1,305 1,305

A0920 61701-1950 GUARDRAIL SYSTEM G4, TYPE 4, CLASS B

STEEL POSTS, WSDOT TYPE 31 LNFT 1,400 100 1,500

A0940 61702-0400 TERMINAL SECTION, TYPE G4-CRT EACH 2 2

A0960 61702-0800 TERMINAL SECTION TYPE TANGENT, WSDOT

TYPE 31 EACH 6 6

A0980 61901-1300 FENCE, CHAIN LINK LNFT 65 65

A1000 61902-0000 GATE, POST AND CHAIN EACH 2 2

A1020 62403-0000 FURNISHING AND PLACING TOPSOIL CUYD 875 85 960

A1040 62501-0000 TURF ESTABLISHMENT, WETLAND ZONE ACRE 0.5 0.5

A1060 62501-0000 TURF ESTABLISHMENT, UPLAND ZONE ACRE 2.2 0.3 2.5

A1080 62630-0400 PLANTINGS, WETLAND PLANT, CONTAINER

GROWN, SLOUGH SEDGE EACH 375 375

A1100 62630-0400 PLANTINGS, WETLAND PLANT, CONTAINER

GROWN, COLUMBIA SEDGE EACH 375 375

A1120 62630-0400 PLANTINGS, WETLAND PLANT, CONTAINER

GROWN, WOOLY SEDGE EACH 375 375

A1140 62630-0400 PLANTINGS, WETLAND PLANT, CONTAINER

GROWN, SHORT SCALE SEDGE EACH 375 375

A1160 62635-1000 CUTTINGS, COTTONWOOD POLE EACH 200 200

A1180 62635-3000 CUTTINGS, WILLOW POLE, ROOTED EACH 650 650

A1200 62635-3000 CUTTINGS, WILLOW POLE EACH 820 200 1,020

A1220 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 260 50 310

A1240 63301-0000 SIGN SYSTEM EACH 8 8

A1260 63316-1000 REMOVE AND RESET SIGN EACH 6 6

Estimated Quantities Remarks and/or Determination of Estimated

Quantity

2- M ar -2

:5

A M

C

U se rs \j oh n.

da vi s\ D es kt op \P ro je ct s\

W A M ai n

A ve

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2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2RIDGE MAIN (1)WA

Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Section M

Typical Section

Plan & Profile Driveways

Erosion & Sediment Control

Drainage Sanitary Sewer Waterline Utility Environmental

Mitigation

Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid

Schedule

A1280 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 2,600 2,600

A1300 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL ALL

A1320 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE

TYPE 3 EACH 4 4

A1340 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN EACH 2 2

A1360 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC

FENCE LNFT 290 290

A1380 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 224 16 240

A1400 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC

CONTROL SUPERVISOR DAY 150 15 165

A1420 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 700 100 800

A1440 63610-0000 CONDUIT, DIRECTIONAL BORE LNFT 855 855

A1460 63622-0000 UTILITY TRENCH LNFT 2,005 140 2,145

A1480 64603-0200 FIXTURE, MAILBOX EACH 2 2

A1500 64703-3010 MITIGATION, ROCK WEIR EACH 3 2 5

A1520 64703-5000 MITIGATION, ROOT WAD EACH 5 5

A1540 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 1,075 100 1,175

A1560 64706-1000 MITIGATION, WETLANDS MITIGATION SQYD 1,480 1,480 Contract Quantity

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

2- M ar -2

:5

A M

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3)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3RIDGE MAIN (1)WA

C.1

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 a c a .d g n

WA RIDGE MAIN (1)

A

M

J a n u a r y

K

H a r r is o n

J

D a v is

C h e c k e d b y

D e s ig n e d b y

QUANTITIES

TYPICAL SECTION

TABULATION OF

SIDEWALK, CONCRETE

SIDEWALK, ASPHALT

4'

- 0

4'

- 0

4'

- 0

E

[1]

Sidewalk

1'-0"

CONTRACTION JOINTC

EXPANSION JOINTE

M in

Broomed finish

10'

12"

SIDEWALK DETAILS

C

C

E

(See table below)

Varies

" R

"4

"8

" R

D.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 a fh .d g n

WA RIDGE MAIN (1)

P a r c h

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y

NO SCALE

ADJACENT TO CURB

Curb and gutter curb and sidewalk

Expansion joint in both curb and sidewalk

Expansion joint in both sidewalk only

Contraction joint sidewalk only

Contraction joint

JOINT AND FINISH DETAIL

Curb and gutter perimeter

4" Wide smooth-troweled

FOOTNOTE:

Conserved topsoil

Cut slopes

Preformed joint filler

1.5%

1.5%

2" Bedding material

" R4

4" Preformed joint filler

4" Concrete sidewalk

3" compacted depth

Asphalt sidewalk, 6" compacted depth

Crushed aggregate, WIDTHSTATION

62+00 8.0

61+00 7.0

60+00 6.0 class 1, type C (non woven)

Earthwork geotextile filter, 60+00 to 72+00

72+00 to 83+61.7 with surface, and match grade of the sidewalk.

must have slip resistant surfaces, be flush

Pull Boxes and other appurtenances within the sidewalk

Gratings, Access Covers, Junction Boxes, Cable Vaults, [1]

CURB AND GUTTER DETAILS

D.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 a fi .d g n

WA RIDGE MAIN (1)

a r c h

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y

NO SCALE

NOTE:

2.

1.

PLAN VIEW

ISOMETRIC VIEW

" Premolded joint filler8

" 4 35'-0 "4

35'-0 curb and gutter

Cement concrete

Gutter pan

5" 5"

A

A to the rectangular frame

Slope the gutter pan down

5"

LC of frame & grate

(See Note 2)

2" R Top of roadway

V a r ie s

R e c e s s

2" R

"3"

1""2

" 2

Face of curb

2" R

Face of curb

Top of roadway

2" R

1""2

"2

Varies

13"

1" R

1" R

"2 12'-10

1" R

1" R

1'-6" to 2'-101 2"

5' R

5' R 5' R

5' R

"4 113'-0

SECTION A-A

CATCH BASIN GUTTER

2% 2%

CURB AND GUTTER, CONCRETE

centerline of the frame and grate.

The centerline of the drainage structure may differ from the pavement adjacent to a drainage structure.

The design is to facilitate the compaction of asphalt concrete

POST AND BLOCKS

BEAM GUARDRAIL

POST A B

W6 × 9 6" 4 1/4"

W6 × 15 8" 6 1/4"

W6 × 8.5 8" 6 1/4"

NOMINAL (NOM.)

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 a fk .d g n

WA RIDGE MAIN (1)

a r c h

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y

NO SCALE

NOTE:

ISOMETRIC

ANCHOR POST G-2 POST

Washington Standard Plan C-1b

PARTIAL ASSEMBLY DETAIL

STEEL POST

See Note 4

H

FOR STEEL POST

W-BEAM WOOD BLOCK

(N om

8"

" 7

1 4

1 3 16"

A

B

Thru hole

" Ø4

W-BEAM

(SEE NOTES 3)

STEEL POST

" for W6x98 or W6x8.5

4" Ø Hole (typ.)

soil plate and foundation tube may be omitted.

Soil plate may be welded to foundation tube. If so, holes in ensure the stamped numbers remain visible.

After post installation, it shall be the Contractor's responsibility to applications, the letter shall be legible after the post is galvanized.

-inch. For steel post 4 1shall be stamped to a minimum depth of

PARTIAL ASSEMBLY DETAIL. For wood post applications, the letter inch wide at the location where the letter "H" is shown in the

- 4 3-inch min. high and 2

1Stamp the post length with numbers, 1

Holes shall be located on approaching traffic side of web.

Lower hole is for Rub Rail of Type 2 and Type 3 Beam Guardrail.

except where noted otherwise.

Wood posts for all guardrail placement plans shall be 6 × 8

4.

3.

2.

1.

5.

NON-FLARED TERMINAL

BEAM GUARDRAIL TYPE 31

Post 1

Pay limit

Offset - see Note 6

10:1 Slope or flatter

20:1 Slope or flatter

(Relative to grade)

(MSKT-SP-MGS (TL-2) SHOWN)

PLAN

ELEVATION

ELEVATION

SOFTSTOP (TL-2)

MSKT-SP-MGS (TL-2)

(See Note 6)

Post 1 post

Anchor

Pay limit

(See Note 6)

D.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 a fl .d g n

WA RIDGE MAIN (1)

J a n u a r y

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y

NO SCALE

NOTE:

5.

4.

3.

2.

1.

6.

Washington Standard Plan C-22.45-03

See Note 4

Ground line

6'-3" (typ.)

Beam guardrail type 31 - pay limit Beam guardrail type 31 non-flared terminal (see Note 3) 10'-0" (min.)

Beam guardrail type 31 Beam guardrail type 31 non-flared terminal - pay limit m in embankment Edge of widened shoulder Edge of paved (or un-paved)

Length of need point

MSKT-SP-MGS (TL-2) System length = 25'-0"

See Note 4

Ground line

6'-3" (typ.)

Length of need point

Beam guardrail type 31 Beam guardrail type 31 non-flared terminal - pay limit

"2 1Softstop (TL-2) system length = 38'-3

5'-8" 4'-7" offset of 12" (in) at the anchor post.

is allowed over the system length of 38' - 3 1/2" with a maximum

For the SOFTSTOP (TL-2) a maximum flare of 38.29 : 1 or flatter terminal is allowed with a maximum offset of 24" (in) over 50' (ft).

(TL-2), a maximum flare of 25 : 1 or flatter over the length of the an offset at the end, a flare is recommended. For the MSKT-SP-MGS is entirely off the shoulder. While this terminal does not require

Terminal shall be installed at a widening, ensuring the end piece be installed within the terminal limits.

required by the Contract, the snow load rail washers shall not

When snow load post washers and snow load rail washers are manufacturer's recommendations.

A reflectorized object marker shall be installed according to recommendations.

Products, LLC shall be installed according to manufacturer's

Inc. or SOFTSTOP (TL-2) as manufactured by Trinity Highway

An MSKT-SP-MGS (TL-2) as manufactured by Road Systems, or less.

and may be used in applications with posted speeds of 45 mph

This terminal is MASH compliant at Test Level Two (TL-2)

Qualified Products List (QPL).

Non-Flared terminals shall be selected from the WSDOT guardrail terminal systems currently not shown on this plan.

Hardware (MASH) criteria may result in the acceptance of

The Implementation of the Manual for Assessment of Safety

7.

NO SCALE

steel plate washer and

Attach terminal connector

1" H.S. hex nut

"2 13'-1

TYPE CRT, WOOD POST

CABLE RELEASING TERMINAL

G4 W-BEAM GUARDRAIL

including its appearance, and accepted manufacturing practices.

to be those consistent with the proper functioning of the part,

2. Dimensional tolerances not shown or implied are intended

1. See Sheet D.14 for other details.

D.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 a fm .d g n

WA RIDGE MAIN (1)

a r c h

C h e c k e d b y

D e s ig n e d b y

ANCHORAGE ASSEMBLY

ELEVATION

PLAN

PLAN

ELEVATION

BUFFERED END SECTION

RIGHT SIDEFRONT

and washer

See Detail C galvanized nails bent over

Two 16d common nut with 2 washers each and steel washer

Terminal post

2 washers each bolt & nut with Soil plate (typ.)

nut with 2 washers each threaded full length galvanized structural tube

Steel tube anchor steel plate

40 galvanized steel pipe

Terminal post

See Detail A

Terminal connector (adjust to fit)

Buffered End Sectioncable with one swaged end

Attach W beam to pipe with and recess nut with no washer

Do not connect to post

Cable assembly

Terminal post (typ.)

Ground line

See Detail B

Post sleeve

Bearing plate anchor

Steel tube

(6 required)

Post sleeve

Bearing plate

Ground line plate to prevent rotation

Steel tube anchor

Bearing plate

Anchor plate with anchor bracket and nuts with 2 washers each

Steel tube anchor

" splice bolt slot8 1" x 116

10" OD schedule

" x 4" x 12"4

" dia. hole8 32 2

" dia. hole4

" x 8"4 1" x 2

1" x 22

1" x 4" stud

"4 1" x 2

1" x 22 1Tack weld 2

" dia.16 1steel plate with 1

" dia. (6x19) x 9'-0"4

"4 1" x 2

1" x 22 1W beam w/ 2

" x 2" guardrail bolt8

1" hex nut

" cable clips4 eight 1" dia. hex bolts and

" hex bolt and8 7" x 98

" x 8" hex8

1" dia. nut

6'-3"6'-3"

Guardrail System Pay limits

CRT Post

CRT POST DETAIL

POSTS #3 - #7

bolt (no rail washer)

" dia. x 10" guardrail8

"2

16"12" 18"

DETAIL B

DETAIL A

POST ASSEMBLY

DETAIL C

NOTE:

45°

45°

13°

13°

30° hole to tubular steel

4 " max.

" nom.2

" x 10" hex bolt and 8

1" hex bolt and nut

" dia. hole4

" dia. holes2

8"

4"

R

2 1

2' "2 18 "2

4' ty p

NON REMOVABLE POST

DETAIL A

NOTE:

Furnish steel pipe according to Subsection 717.06.

Subsections 717.04 and 717.07.

Furnish galvanized cast iron acorn caps according to

Paint according to Section 563.

NO SCALE

GATE DETAIL

POST AND CHAIN

D.15

STATE PROJECT

NUMBER

SHEET

U

S S u r

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

WA RIDGE MAIN (1)

a r c h

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y s a g

See Detail A

(Quick Link)

Provide removable second link

(min.)

first link to post

Weld flat side of

1'-0"

9" Ø

Weld with nickel 99 rod. Touch up paint after welding galvanized. Fasten to post with 3 tack welds

Cast iron acorn cap (3.5" height x 2.5'' O.D.), prime and paint white

12" x 18" Sign, and cap black (typ.)

steel pipe. Prime and paint post

2.5'' Ø Schedule 40 galvanized chain, paint black

'' Ø Steel proof8

Existing driveway

Concrete footing

3.

2.

(typ.)

ASSEMBLY DETAILS

SETTLEMENT PLATE

STATION [2]OFFSET LC

67+50

66+25

64+80

64+00

63+25

3'

10'

25'

8'

3'

LT

RT

LT

LT

RT

D.16

STATE PROJECT

NUMBER

SHEET

U

S S u r

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

WA RIDGE MAIN (1)

a r c h k

H a r r is o n

J

D a v is

C h e c k e d b y

D e s ig n e d b y

SETTLEMENT PLATE ASSEMBLY

Approved Foundation Subgrade

NO SCALE

6" (min.)

1:2 (m ax.)

DETAIL A

"4

6"6" screwed in to base plate

2" Diameter iron pipe (marker), Iron pipe cap

Threaded cap

Fitting (as required) with threaded fittings

4" Diameter iron pipe (casing)

[1]leveling pad

Select borrow

See Detail A

" x 24" x 24"4 1Steel base plate

" x 24" x 24"4 1Steel base plate

Iron pipe cap

Iron pipe casing

Final location to be approved by the CO.[2] settlement plate assembly.

Place on leveling pad to provide a level, stable foundation for the[1]

Top of embankment

Embankment fill

FOOTNOTE:

NOTE:

SHEET 1 OF 2

2.

first full fabric weave.

link fence fabric to the tension wire within the limits of the

Along the top and bottom, using hog rings, fasten the chain

All concrete post bases shall be 10-inch minimum diameter.

NO SCALE

CHAIN LINK FENCE

D.17

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 a fq .d g n

WA RIDGE MAIN (1)

a r c h

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y

POST AND RAIL SPECIFICATIONS

POST

END, CORNER, OR PULL POST

LINE OR BRACE POST

PIPE ROLL FORMED

I.D.

(SCH. 40)

NOM. SIZE

SECTION

(lb/ft)

WEIGHT

2 1/2" DIAM.

2" DIAM.

5.10

1.85

Y

Z Y Z

3 1/2"

1 5/8"

Tension wire

Tension wire Pull post

Tension wire bar (typ.)

Stretcher

Fabric band (typ.)

Tension wire Tension wire

(typ.)

Tie wire

Fabric band (typ.)

(typ.)

Knuckled selvage post

Brace selvage (typ.)

Knucked fence fabric

Chain link wire

Tension wire

Tension Brace post bar (typ.)

Stretcher

STRETCHER BAR TO POST

METHOD OF FASTENING

Fabric Post

~ 2 sides

Fabric loops

Fence line

See Sheet D.18 for Detail C

See Sheet D.18 for Detail B

See Sheet D.18 for Detail D ty p ty p

F a b r ic h e ig h t ty p

Stretcher bar

Concrete post base (typ.)

wire (typ.)

Tie

See Sheet D.18 for Detail A

End or concrete post

10' (max.) 500' (max.)

spaced at 24" (max.)

Hog rings (typ.) ~ spaced at 14" (max.)

Tie wires (typ.) ~ at 500' (max.)

Pull post ~ spaced

10' (max.) (typ.)

at 10' (max.)

Line post ~ spaced

~ spaced 15" (max.)

carriage bolt and nut

Fabric band with

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

100 189576.421 1067542.526 81.364 SET IR W/ ALMN. CAP "WHPACIFIC CONTROL 782 189357.420 1066886.340 24.160 SET 5/8" IR W/RPC

101 188628.359 1067827.259 67.605 SET 6" MAG NAIL 783 189266.700 1066901.040 15.030 SET 5/8" IR W/RPC

102 188158.632 1067769.067 25.448 SET HUB AND TAC 784 189142.880 1066960.650 15.450 SET 5/8" IR W/RPC

103 188229.343 1067801.020 24.377 SET HUB AND TAC 790 187905.000 1067616.180 21.050 SET 5/8" IR W/RPC

104 188026.104 1067782.750 25.132 SET HUB AND TAC 791 189228.290 1067169.080 41.650 SET 5/8" IR W/RPC

105 187469.417 1067525.324 61.613 FOUND IR CONTROL

701 189800.950 1067231.540 68.520 SET 5/8" IR W/RPC

730 189194.590 1067067.920 37.440 SET 5/8" IR W/RPC

734 187594.330 1067535.420 41.050 SET 5/8" IR W/RPC

735 187967.470 1067703.950 23.660 SET 5/8" IR W/RPC

737 189006.180 1067742.200 83.180 SET 5/8" IR W/RPC

750 187953.830 1067615.660 17.680 FOUND IR W/CAP

751 187715.070 1067554.490 30.040 SET 5/8" IR W/RPC

752 187803.920 1067583.680 26.220 SET 5/8" IR W/RPC

753 187874.930 1067614.310 24.550 SET 5/8" IR W/RPC

754 188151.630 1067693.550 17.200 SET 5/8" IR W/RPC

755 188322.690 1067772.630 35.760 SET 5/8" IR W/RPC

756 188415.620 1067745.610 43.280 SET 5/8" IR W/RPC NOTE:

757 188530.620 1067765.090 62.610 SET 5/8" IR W/RPC

758 188638.240 1067739.610 73.510 SET 5/8" IR W/RPC

759 188729.030 1067640.020 76.700 SET 5/8" IR W/RPC

760 188857.370 1067575.780 77.430 SET 5/8" IR W/RPC

761 188967.020 1067490.900 74.940 SET 5/8" IR W/RPC

762 189046.620 1067370.010 67.330 SET 5/8" IR W/RPC

763 189110.470 1067290.540 55.170 SET 5/8" IR W/RPC

764 189283.190 1067270.060 46.140 SET 5/8" IR W/RPC

765 189315.480 1067188.820 40.850 SET 5/8" IR W/RPC

766 189434.910 1067139.900 43.910 SET 5/8" IR W/RPC

767 189262.510 1067037.190 51.500 SET 5/8" IR W/RPC

768 189391.660 1066937.710 41.760 SET 5/8" IR W/RPC

769 189485.580 1067017.750 43.180 SET 5/8" IR W/RPC

770 189725.660 1067020.210 51.210 SET 5/8" IR W/RPC

771 189527.500 1067616.070 84.450 SET 5/8" IR W/RPC

780 189893.910 1067006.130 51.500 SET 5/8" IR W/RPC

781 190335.490 1067008.170 33.650 SET 5/8" IR W/RPC

TO CONVERT LOCAL DATUM PLANE COORDINATES

TO NAD 83 (92) WASHINGTON SOUTH ZONE

COORDINATES, SCALE THE COORDINATES

SHOWN HEREON BY THE COMBINED SCALE

FACTOR OF 1.000000667

PROJECT : Main Avenue Access Improvements DATE OF FIELD WORK : Multiple Entries

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Ground coordinates scaled from Washington South SPCS NAD83 (92)

VERTICAL DATUM :NGVD29-1947 adjustment

GROUND COORDINATES GROUND COORDINATES

C

U se rs \j oh n.

da vi s\ D es kt op \P ro je ct s\

W A

M ai n A ve

2-

Fe b-

:0

PM

W

H

W

H

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.20

SHEET

NUMBER

RIDGE MAIN (1)WA

SURVEY CONTROL

IP

IP

IP

WA

63+00 to 69+00

EROSION CONTROL

N

20 4001020

SCALE IN FEET

G e e c r e e k

MAIN AVE

(See Sheet F.12 for details)

Temporary diversion berm

(See Sheet F.15 for details)

Stabilized construction exit

(See Sheet F.12 for details)

Temporary diversion berm

(See Sheet F.12 for details)

Temporary diversion berm

Silt Fence

Inlet protection

LEGEND:

Fiber roll

(Upland zone) Turf establishment

(Wetland zone) Turf establishment

Asphalt

(see Sheet D.8) Concrete sidewalk

F.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 a d c .d g n

RIDGE MAIN (1)

a r c h

H a r r is

D a

C H

E C

K E

D B

Y

D E S I G

N E

D B

Y

80 80

8080 80 8

R I P

75+00 to 81+00

EROSION CONTROL

N

20 4001020

SCALE IN FEET

F.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 a d e .d g n

WA RIDGE MAIN (1)

a n u a r y

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y check dam (every 75') (typ.)

Construct fiber roll

Sidewalk

C

R I P

20 4001020

SCALE IN FEET

N

81+00 to 83+61.7

EROSION CONTROL

F.6

STATE PROJECT

NUMBER

SHEET

U

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

WA RIDGE MAIN (1)

F e b r u a r y

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y

Sidewalk check dam (every 75') (typ.)

Construct fiber roll

83+61.7

END PROJECT

REVISED: 10/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.8

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

RIDGE MAIN (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 a d g .d g n

S e p te m b e r

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

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

6.

5.

4.

3.

2.

1.

W157-2

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet 1 of 2

PROTECTION

TEMPORARY INLET

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.9

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

RIDGE MAIN (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 a d h .d g n

O c to b e r overlap onto curb

Gravel filled bags

Spillway 1-bag high

2-bags high. See Note 5

Gravel filled bags Spillway 1-bag high

Drop inlet

Back of curb

Face of curb

Drop inlet

2-bags high. See Note 5

Gravel filled bags Spillway 1-bag high

PLAN VIEW - INLET AT SAG

PLAN VIEW - INLET ON GRADE

Drop inlet grate

Accumulated sediment

Catch basin

Drop inlet grate

Spillway (beyond)(stacked tightly)

Gravel filled bags

Accumulated sediment

Drop inlet

Expansion restraint

Prefabricated filter insert

Lifting loops (2 each)

Dump straps (2 each) Drop inlet grate

Drop inlet grate

Back of curb

Face of curb

High-flow bypass

Fiber roll in full contact with the ground

Fiber roll

PLAN

DROP INLET PROTECTION (TYPE B)

GRAVEL BAG BERM

SECTION B-B

See Note 6

DROP INLET PROTECTION (TYPE C)

PREFABRICATED FILTER INSERT

DROP INLET PROTECTION (TYPE A)

FIBER ROLL

SECTION A-A

B

B

A

A

Flow Flow

Flow

Include a high-flow bypass in the insert.

and allow collected material removal without spillage.

Size the prefabricated filter insert (Type C) to fit the drop inlet fabric to the top of the fabric with clean, silt-free coarse next layer of bags on top of it. Extend the geotextile fabric a bags to the spillway elevation. Anchor the fabric by placing the the upstream face of the bags. Place fabric over the top of the fit is unachievable, install geotextile filter, class 2, type C along sediment flows between or underneath the bags. Where tight

Pack gravel filled bags tightly together end to end to ensure no

Maximum top of gravel bag spillway elevation = approved by the CO.

Select the inlet protection device to fit field conditions as

1" x 1" or 1" Ø wood stake. See Note 2

9" Ø (min.) fiber roll

Top of curve minus 1-inch.

x 18-inches.

Approximate finished dimension of gravel bags is 12-inches on center. Drive stakes 12-inches (min.) in undisturbed soil.

Install fiber rolls with stakes spaced no more than 24-inches aggregate between 2-inches and 3-inches in diameter.

minimum of 18-inches upstream of the bags. Cover geotextile

NOTE:

Flow

6%

5%

4%

3%

2%

NO SCALE

6%

5%

4%

3%

2%

5%

4%

3%

2%

REVISED: 7/2016

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W157-15

MODERATE GRADES

CHECK DAM

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.11

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

RIDGE MAIN (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 a d j.

d g n

N o v e m b e r

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

SPACING (max.)

CHECK DAM

GRADE

DITCH

SPACING (max.)

CHECK DAM

(See Note 7)

CHECK DAM SPACING

FILTER ROCK

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

on ditch grades steeper than 5%.

Do not use fiber roll check dams

* Spacing calculated based on on ditch grades steeper than 6%.

* Do not use gravel bag check dams

Se e N ote

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Drive stakes into undisturbed soil of trench bottom.

stakes. Drive stakes at each end of the fiber roll and at

Install check dams in ditches perpendicular to the flowline.

installation.

Repair all rills or gullies and properly compact prior to functional requirements of the check dam device.

gravel bags as approved by the CO, to meet the

Construct check dams from fiber rolls, filter rock, or

CROSS SECTION

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

CROSS SECTION

CROSS SECTION

STAKING DETAIL

FIBER ROLL

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line

Gravel bag the ends. See Note 6 to prevent flow around

Curve ends upstream

Filter rock

Filter rock

FIBER ROLL CHECK DAM

GRAVEL BAG CHECK DAM

See Note 5

NOTE:

FILTER ROCK CHECK DAM

uphill side of fiber roll trench material on

Place excavated

Flow

F lo w

(FT)

(FT)

(FT)

Trench 2" (min.)

m in

Fiber roll 9" Ø (min.)

Trench 2" (min.)

-inch wood 8 1-inch x 18

1Stake fiber rolls in place with 1

Expose stakes 2-inches (min.) above top of fiber roll.

2-foot (max.) spacing.

m in

"6 m in m in .6

9" Ø minimum fiber roll.

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W157-17

METHODS

TEMPORARY DIVERSION BERM

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.12

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

RIDGE MAIN (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 a d k .d g n

N o v e m b e r

Existing ground

Water surface elevation

OPTION B

OPTION A

OPTION C

OPTION D

Existing ground

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Concrete barrier

Concrete barrier

Concrete barrier

Water surface elevation membrane

Waterproof

Water surface elevation membrane

Waterproof

Water surface elevation

Existing abutment or pier elevation (min.)

Top of berm

Existing ground at time of construction

Diverted water level at time of construction

Diverted water level

Existing ground at time of construction

Diverted water level

Limit of work zone

Limit of work zone

Limit of work zone elevation (min.)

Top of berm elevation (min.)

Top of berm at time of construction

Diverted water level

(anchoring method to be approved)

Waterproof membrane m in

4'-6" m in m in

6" (min.) freeboard. Submit temporary stream diversion m in

NOTE:

1 4.

3.

2.

1.

membrane

Waterproof height of the sandbag barrier.

directed. Remove sediment when deposits reach half the berm daily. Repair as needed after rainfall events or as

While in use, inspect and maintain the temporary diversion given time.

Place a maximum of one diversion in the stream at any upper rows of sandbags above the joints in lower rows.

of bottom rows as there are vertical course. Overlap the

Place sandbags to form a pyramid by laying equal numbers plans for approval prior to installation.

minimum height equal to the water surface elevation with

As a minimum, provide a temporary diversion berm with a prefabricated or portable diversion berms, dams, etc.).

methods may be chosen (including any approved during construction operations. Alternate stream diversion

These options suggest configurations for diverting a stream

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W157-18

SEDIMENT FILTER BAG

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.13

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

RIDGE MAIN (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 a d l.

d g n

D e c e m b e r

AREA

VEGETATED

WELL

AREA

VEGETATED

WELL

AREA

VEGETATED

WELL

AREA

VEGETATED

WELL

FLOW

Well vegetated area

Heavy duty lifting straps

Pump discharge hose

Pump

Intake hose

Clamp

Pump discharge hose

Intake hose

Clamp prior to placing aggregate class 2, type A, Place geotextile, Pump

Clamp

Use 6" minimum depth clean crushed aggregate only when leveling is required

Sewn in spout

NOTE:

7.

6.

5.

4.

3.

2.

1.

work or access areas of the project.

Do not permit discharge from the bags to drain back into

Do not cut or empty filter bag onsite.

on site for replacement.

reached and/or when there is a failure. Have spare bags

Replace bags when 50% of the sediment capacity has been

Insert a maximum of one hose in each bag at any given time.

maintenance and removal.

Locate bags in areas accessible by equipment for erosion resistant areas.

Locate bags in approved areas. Discharge onto stable, coarse aggregate to level the bags.

When level areas are not available, place geotextile and

Locate bags in level areas (less than 5% grade).

Clamp and securely fasten with metal clamps

Insert hose as specified by manufacturer

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

F.14

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

RIDGE MAIN (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 a d m .d g n

N o v e m b e r

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

WESTERN FEDERAL LANDS HIGHWAY DIVISION

CONSTRUCTION EXIT

STABILIZED

W157-19

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.15

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

RIDGE MAIN (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 a d n .d g n

D e c e m b e r

STABILIZED CONSTRUCTION EXIT

NOTE:

4.

3.

2.

Existing paved roadway

Adjust length to fit field conditions as approved.

built up sediment.

Minimize tracking onto paved roadway by removing crosses existing drainage ditches.

Provide temporary drainage culvert where entrance

Construct drainage ditches along entrance as directed.

Use this entrance for construction vehicles only.

movement of typical truck using exit

Construct radius to allow turning geotextile, class 2, type E

Separation-stabilization

Filter rock in gr es s / e gr es s ar ea

Pr ov id e fu ll w id th o f ty p.

50' (typ.)

6" (min.)

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W629-1

PRODUCT ON SLOPES

ROLLED EROSION CONTROL

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.16

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

RIDGE MAIN (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 a d o .d g n

N o v e m b e r

Erosion control blanket

Flow edge overlap see N ote 1

S tap le sp acin g

Staples @

Staples @

Se e

Not e

Pr ev ai lin g wi nd

6"

12" spacing

6" overlap

6" (m in.)

4" (min.)

' (m ax.) c-c

3'

12" (max.) c-c

12" (max.) c-c

12" (max.) c-c

Overlap in the direction of the prevailing wind.

recommendations.

Install staples according to the manufacturer's

2.

1.

Staple (typ.)

Shingle splice, see Detail C of slope, see Detail A

Anchor trench at top

Staple

Staple

Compacted native soil control blanket

Erosion

Compacted native soil

Toe of slope

PERSPECTIVE VIEW

SHINGLE SPLICE

DETAIL C

AT TOE OF SLOPE

ANCHOR TRENCH

DETAIL B

Blanket edge

Blanket ends

Slope stake

AT TOP OF SLOPE

ANCHOR TRENCH

DETAIL A

NOTE:

of slope, see Detail B

Anchor trench at toe

Erosion control blanket

6 x 6" Trench

6 x 6" Trench

12" spacing

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W629-2

PRODUCT IN CHANNELS

ROLLED EROSION CONTROL

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.17

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

RIDGE MAIN (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 a d p .d g n

D e c e m b e r see Note 1

Staple spacing, PERSPECTIVE VIEW

Staple

Staple

Staple (typ.)

edges

Blanket ends

Blanket see Detail B

Check Slot, INITIAL ANCHOR

DETAIL A

ANCHOR TRENCH

DETAIL D

4.

3.

2.

1.

for a V-ditch.

Trapezoidal ditch shown. Similar details

Roll ends may be spliced in a check slot.

manufacturer's recommendations.

Provide check slots according to the manufacturer's recommendations.

Install staples according to the see Detail D

Anchor trench, SHINGLE SPLICE

DETAIL C

see Detail C

Shingle splice, NOTE:

control blanket

Erosion native soil

Compacted native soil

Compacted native soil

Compacted control blanket

Erosion control blanket

Erosion control blanket

Erosion

Anchor Trench, see Detail D

Flow

Flow

Flo w see Detail A

Initial Anchor, See Note 2

CHECK SLOT

DETAIL B

Staples 12" (max.) c-c

6"

6"

Staple 3' (max.) c-c

Staple 6" (max.) c-c ed ge o ve rla p 6" (m in.

6"

Staple 12" (max.) c-c

6" (max.) c-c

12" (max.) c-c end overlap

6" (min.)

10.4 x 16 20411 -0000

25101 -0200

25101 -0300

25101 -0400

25120 -0000

60201 -0400

60201 -0600

60201 -0800

60201 -2300

60216 -0000

60401 -0000

60404 -0000

60404 -0000

60404 -0000

60404 -0000

64703 -3010

64704 -1000

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

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ER

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TU

R E

EX

C A V A

TI

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S

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T

B O

R R O

W

PL

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R

IP

R A P, M

ET

H O

D A

C

LA

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A C

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D A

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PL

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R A P, M

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B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD TON CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH EACH EACH EACH EACH CUYD Lt Rt P

64+76 8 53 1 C 66+55 8 82 1 P 67+41 8 112 1 C 69+56 8 14 212 1 1 P 69+75 8 20 1 P 72+54 8 298 1 P 72+82 3 8 28 1 P 65+11 5 7400 4645 1520 74 3 810 0° C Gee Creek 68+70 13 1125 145 115 265 13° RT x/P Unnamed creek 68+70 to 70+20 117 70+20 to 74+60 430

PROJECT TOTAL 8,525 4,645 125 145 1,520 430 169 28 622 115 74 3 2 1 1 1 3 1,075

NOTE: Allowable Pipe Material

1. See Std. 602-7 for acceptable concrete cell class. A Aluminum

2. Catch basins to include debris traps (Zymark, Utratech, AS Aluminized steel Bonair brands or equivalent) on outlet pipes C Concrete

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 w a-a2 ea .x ls x]

S he et 5-

M ar

-2

2:

P

M J.

D av is 1/

K H ar ri so n 1/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.1

SHEET

NUMBER

RIDGE MAIN (1)WA

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

THICKNESS

WALL

MINIMUM

THICKNESS

BASE

MINIMUM

SIZE

KNOCKOUT

MAXIMUM

KNOCKOUTS

BETWEEN

DISTANCE

MINIMUM

MANHOLE DIMENSION TABLE

Slope

24 : 1

48" 4" 6" 36" 8"

MANHOLE

(D)

DIAMETER

G.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 a e g .d g n

WA RIDGE MAIN (1)

J a n u a r y h a r r is

D a

C h e c k e d b y

D e s ig n e d b y

NO SCALE

Steps or ladder

"O" ring

NOTE:

1.

m a x m in

.5 m a x m in m a x m in m a x

12" precast with riser

Integral baseSeparate base precast

Manhole frame and cover

Eccentric cone section m a x

Precast riser sections

Channel and shelf

Reinforcing steel (typ.)

Circular adjustment section (typ.)

bedding material

Diameter (D)

2.

3.

4.

inlet wall.

Connection to outlet pipe shall be flush with inside of the area grouted (inside/outside) and watertight

All joints and openings cut through the walls shall be

Orient frame, cover and steps outside of wheep path

2.5-inch maximum.

Knockouts shall have a wall thickness of 2-inch minimum to

DETAILS

FRAME AND COVER

MANHOLE

G.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 a e h .d g n

WA RIDGE MAIN (1)

J a n u a r y

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y

Cast iron tamperproof & watertight

(Frames available in standard or suburban pattern)

For use on local streets only, as specified

For use with Standard Manhole Frame

MANHOLE ADJUSTMENT RING

SECTION C-C

(FOR TAMPERPROOF AND WATERTIGHT)

BOLT-DOWN DETAIL

CAST IRON SUBURBAN FRAME

Storm

Watertight

23"

25"

27"

"2

"4

3 required per cover

Flat rubber washer, tamperproof cover gasket, omit for

" neoprene4

NOTE:

number designation

Mfg. initials & heat

1"25"1"

27" all around true bearing

Machine to

23'

"4 3 24

CC

3 required per cover

" thick, 8 1steel washer, " O.D. stainless 4 mastic sealant

" preformed8

"4

COVER & FRAME

MANHOLE

1.

2.

3.

4.

5.

6.

Tamperproof over the manhole ladder.

bronze or stainless steel. Install frame so that one bolt boss is located

" pentagonal or hexagonal head,2 1" x 12

13 reqd., equally spaced, non-machined surfaces to be 0.06".

Matl. to be grey cast iron ASTM A 48, Class 35B. Tolerance on

" & 3"2 1", 2", 22

1Std. depths 1

Cover material to be ductile iron ASTM A536 grade 80-55-06

Ring material to be gray cast iron ASTM A-48 class 30

Ring and cover to be machined to a true bearing all around

Tamperproof covers required.

Watertight covers required if located where cover may be submerged (no holes).

Covers and frames shall be stamped with manufacturer's initials, heat number and point of origin.

PIPE ALLOWANCES

PIPE MATERIAL

DIAMETER

INSIDE

MAXIMUM

12"

15"

12"

15"

15"

All metal pipe

* Corrugated polyethylene storm sewer pipe

Reinforced or plain concrete

Profile wall PVC

Solid wall PVC

CPSSP

TYPE 1

CATCH BASIN DETAILS

G.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 a e j.

d g n

WA RIDGE MAIN (1)

M a y

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y

7.

6.

5.

4.

3.

2.

1.

FRAME AND VANED GRATE

RECTANGULAR ADJUSTMENT SECTION

PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION

See Note 1

NO SCALE

(S ee N ot e 6)26

(t yp .)4"

(m in

(See Note 6)

22"

# 3 Bar each corner

# 3 Bar hoop each side m in

# 3 Bar hoop

# 3 Bar each way

30" 20"

5" increment (spaced equally)

1 #3 bar for 6" height

5" o r corner 18" (min.)

# 3 Bar each placed.

All pickup holes shall be grouted full after the basin has been

Section.

The opening shall be measured at the top of the Precast Base walls may be sloped at a rate of 1:24 or steeper.

The Precast Base Section may have a rounded floor, and the or integrally cast into the adjustment section with flange up.

The frame and grate may be installed with the flange down, pipe invert shall be 5-feet.

The maximum depth from the finished grade to the lowest joint mortar in accordance with Section 712.

outside of the pipe. After the pipe is installed, fill the gap with

Provide a 1.5" minimum gap between the knockout wall and the shall have a wall thickness of 2" minimum to 2.5" maximum.

The knockout diameter shall not be greater than 20". Knockouts

SECTION. Wire mesh shall not be placed in the knockouts.

required rebar shown in the ALTERNATIVE PRECAST BASE of 0.12 square inches per foot shall be used with the minimum manufacturer), or wire mesh having a minimum area

PRECAST BASE SECTION, fibers (placed according to the

As acceptable alternatives to the rebar shown in the

I

F O

U N

D R

Y N

A M

E

VANED GRATE

CATCH BASIN DETAILS

G.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 a e v a n e d .d g n

WA RIDGE MAIN (1)

J a n u a r y

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y

NO SCALE

1.

NOTE:

NO SCALE

TOP

BOLT-DOWN SLOT DETAIL

ISOMETRIC

"4

"4 1 1

B

AA

B

24" m a x

(See Note 1)

Slot - (See detail and Note 1)

SECTION A-A

SECTION B-B

7 or 8 equal spaces mechanism. Location of bolt-down holes varies by manufacturer.

Allen head cap screw by being tapped, or other approved

-inch - 11 NC × 2-inch8 5or cover slots. The frame shall accept the

Provide 2 holes in the frame that are vertically aligned with the grate

Bolt-down capability is required on all frames, grates, and covers.

I

F O

U N

D R

Y N

A M

E

VANED GRATE

BI-DIRECTIONAL

CATCH BASIN DETAILS

G.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 a e l.

d g n

WA RIDGE MAIN (1)

D e c e m b e r

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y

NO SCALE

1.

NOTE:

TOP

BOLT-DOWN SLOT DETAIL

ISOMETRIC

"4

"4 1 1

B

AA

B

24" m a x

4 Equal spaces4 Equal spaces

(See Note 1)

Slot - (See detail and Note 1)

SECTION A-A

SECTION B-B

manufacturer.

approved mechanism. Location of bolt-down holes varies by

11 NC × 2-inch Allen head cap screw by being tapped, or other

-inch - 8 5grate or cover slots. The frame shall accept the

Provide 2 holes in the frame that are vertically aligned with the

Bolt-down capability is required on all frames, grates, and covers.

COMBINATION INLET, TYPE 2

CATCH BASIN DETAILS

G.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 a e m .d g n

WA RIDGE MAIN (1)

S e p te m b e r

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y

NO SCALE

1.

2.

3.

towards street

Offset manhole base with manhole opening

Align cover opening

PLAN VIEW AND

PLACEMENT DETAIL

ISOMETRIC VIEW

" Cast iron locking frame & cover2 124"x 3-

" Galvanized angle iron8 7"x 35-4

1"x2 1"x 3-2

12-

" Flat bar galvanized grate2 1"x 2-2

" Frame galvanized angle iron8 3" x 2

1"x 2-2 1 2-

2 EA. #4 Trash bars @ 12" O.C.

8" Manhole top slab

12" Risers

4", 6" or

48"

"6

36"

12"

.5 m a x m in ty p

48" Diameter

Flat slab top

Mortar (typ.)

Aggregate precast with riser

Intergral base

BASE SECTION

Base Section

NOTE:

m in m a x

"O" Ring

Separate base precast

Reinforcing steel (typ.)

Steps fill the gap with joint mortar.

wall and the outside of the pipe. After the pipe is installed, (max.). Provide a 1.5-inch minimum gap between the knockout

Knockouts shall have a wall thickness of 2-inch (min.) to 2.5-inch cleaning.

The bottom of the precast catch basin may be sloped to facilitate

No steps are required when height is 4-foot or less.

Curb and gutter

(top face of curb & center of structure)

Location of Station & offset

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

D

SIZE

CULVERT

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

D

SIZE

CULVERT

NO SCALE

FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITHOUT DITCH

FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITH DITCH

L

LENGTH

APRON

H

DEPTH

APRON

L

LENGTH

APRON

H

DEPTH

APRON

REVISED: 8/2016

WESTERN FEDERAL LANDS HIGHWAY DIVISION

CULVERT OUTLETS

PLACED RIPRAP AT

W251-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

G.16

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

RIDGE MAIN (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 a e p .d g n

D e c e m b e r

Variable slopeVariable slope

D

4D m in

H m in

H

D

H ditch slope

Match existing ditch slope

Match existing

D or Span

Dia.

or Span

Dia.

or Span

Dia.

or Span

Dia.

(INCHES) (FEET) (CUYD) (SQYD)

(INCHES) (FEET) (CUYD) (SQYD)

2' (min.)

2' (min.)

(INCHES)

(INCHES)

14.5

12.5

49.8

38.7

18.5

13.2

5.2

3.2

1.7

44.4

34.0

15.6

10.8

3.9

2.2

1.0

14.5

12.5

38.5

29.8

15.1

10.7

4.4

2.7

1.3

35.6

27.2

13.3

9.3

3.6

2.0

0.9

3.

2.

1.

SECTION A-A SECTION B-B

SECTION C-C SECTION D-D SECTION E-E

PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH

END SECTION

CULVERT WITH STANDARD

PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

PLAN VIEW

END SECTION

CULVERT WITH STANDARD

PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

PLAN VIEW

NOTE:

A

1 1

A B B

C C DD

E

E

E

E b o tt o m w id th b o tt o m w id th for payment.

Do not measure riprap placement excavation

Furnish separation and stabilization geotextile.

less than 10%.

Use for aprons serving culverts with slopes or flatter

Sloped 1V:2H

Original ground

Geotextile m in

H

L

D it c h

D ground

Original

Geotextile Flowline m in

D

Geotextile m in

D m in

D ground

Original

Geotextile

D it c h

D

L ground

Original

Geotextile m in

H Original ground

L L

G.18

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 a e r .d g n

WA RIDGE MAIN (1)

F e b r u a r y

H a r r is

D a

C h e c k e d b y

D e s ig n e d b y

ARCH-CULVERT DETAILS

LARGE PRECAST CONCRETE

NO SCALE

GENERAL NOTES:

LC

(min.)

12"

12'-0"

40' (min.)

cast-in-place wall

Contractor design

Placed riprap, method A, class 4

Streambed material or rock weir

(t y p ty p

S p a n

Length per manufacturer (4' min.)

Watertight box joint spacing sections (typ.)

manufacturer between precast

Install tie rods or connector plates per of precast concrete culvert to be designed by manufacturer

Precast or cast-in-place footing subgrade

Approved foundation line

Flow

(El. 25.4')

100-Year WS arch-culvert

Precast concrete

El. = -8

El. = -1

El. = 30.4

El. = 17.4

FOOTNOTE

5' class 1, type C (non woven) earthwork geotextile filter, [1]Select borrow, wrapped in

Stabilization geogrid

ELEVATION

PLAN

grade

Finished

.5

[2]Y

Top of riprap shall be 3xD50 and keyed at least 1-ft below top of footing

Thickness of riprap (Y) from top of riprap to bottom of riprap [2] footings and not exceed 1V:2H fill slopes

Select borrow shall be 1-foot wider than culvert and wingwall [1]

Service I limit state bearing resistance = 3.4ksf

SOIL:

2-inch minimum for all other locations.

concrete cast against ground, and

A1064. Provide 3-inch minimum cover for or welded wire reinforcing conforming to ASTM

AASHTO M31, deformed (ASTM, A615) grade 60, Furnish reinforcing steel bars conforming to

REINFORCING STEEL:

Chamfer all exposed edges 3/4-inch.

with a 28-day design compressive strength f'c=4500 psi.

For precast elements use P(AE) structural concrete

28-day design compressive strength f'c=4500 psi.

Furnish A(AE) structural concrete with minimum

CONCRETE:

As specified in design specifications.

LIVE LOAD:

(Physical Data)

Soil: See Geotechnical Report No. 12-16

Concrete: 150 lb per cubic foot.

DEAD LOAD:

WSDOT Bridge Design Manual, June 2017 latest edition.

AASHTO LRFD Bridge Design Specifications, DESIGN:

precast sections.

or connector plates per manufacturer between dimensions and elevations. Install tie rods

FP-14 (U.S. Customary). Field verify all and Bridges on Federal Highway Projects, Specifications for Construction of Roads

Federal Highway Administration Standard

Detail is for general information only.

CONSTRUCTION:

headwall to be designed by Contractor

MSE or precast concrete by Contractor system to be designed

MSE or precast wingall to be designed by Contractor

MSE or precast wingwall system

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVERSPAN x RISE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

SPAN x RISE

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVER

MINIMUM

COVERDIAMETER

PIPE

SIZE

PIPE

SIZE

DIAMETER

MINIMUM

COVER

ALUMINUMSTEEL

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL…