mora 12302_plans_PreAd.pdf

PDF 25 MB Posted Jul 14, 2023

Attached to: WA NP MORA 123(2) SR-123: Laughingwater Creek Bridge to Panther Creek Bridge
Solicitation number: 69056723B000008
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 21, 2023

This document outlines a federal pre-solicitation notice for highway construction services. The Department of Transportation Federal Highway Administration is seeking bids for Solicitation Number 69056723B000008 to perform work on State Route 123 in Washington from Laughingwater Creek Bridge to Panther Creek Bridge. The notice involves a 25MB set of plans and specifications for a project to replace two bridges and perform other highway construction and repair work along that stretch of road. Bids are due prior to the issuance of a full solicitation. The pre-solicitation provides advance notice of an upcoming opportunity for highway contractors to review the scope of work and requirements and prepare bids for the full solicitation.

View the file

Other files

File	Type	Posted
Prelim Letter_WA NP MORA 123(2) Updated.pdf	PDF	May 8, 2024
QA_08-24-2023.pdf	PDF	Aug 24, 2023
SR-123_Prelim Letter_2023-7-13.pdf	PDF	Jul 14, 2023
Project Description_WA NP MORA 123(2).pdf	PDF	Jul 14, 2023

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PRELIMINARY - N

OT FOR CONSTRUCTION

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER

NORTH EAST ELEVATION LATITUDE LONGITUDE

ELLIPSOID

HEIGHT

COMBINED

FACTOR

DESCRIPTION NOTE:

20101 531861.991 1376239.042 2314.582 46°47'13.123713"N 121°33'16.719882"W 2251.8638 0.999813223 5/8" IR w/FHWA alum cap 1.

20102 531547.552 1376299.747 2312.286 46°47'10.028053"N 121°33'15.787138"W 2249.564 0.99981328 Mag nail & Washer

20103 531050.421 1376406.804 2301.246 46°47'05.135242"N 121°33'14.153280"W 2238.5183 0.999813725 5/8" IR w/FHWA alum cap

20104 530331.009 1376541.306 2271.189 46°46'58.052013"N 121°33'12.082486"W 2208.4533 0.999815042 5/8" IR w/FHWA alum cap

20105 529848.853 1376513.308 2279.521 46°46'53.289193"N 121°33'12.392256"W 2216.7807 0.999814565 5/8" IR w/FHWA alum cap

20106 529370.740 1376642.406 2296.213 46°46'48.586985"N 121°33'10.445580"W 2233.4682 0.99981369 5/8" IR w/FHWA alum cap

20107 528922.923 1376919.092 2289.626 46°46'44.203235"N 121°33'06.384260"W 2226.8799 0.999813932 5/8" IR w/FHWA alum cap

20108 528190.231 1377109.754 2246.134 46°46'36.996264"N 121°33'03.504549"W 2183.3818 0.999815893 5/8" IR w/FHWA alum cap

20109 527358.741 1377283.491 2211.725 46°46'28.811856"N 121°33'00.849312"W 2148.9652 0.999817405 5/8" IR w/FHWA alum cap

20110 526458.152 1377584.030 2220.191 46°46'19.962031"N 121°32'56.359421"W 2157.4262 0.99981686 5/8" IR w/FHWA alum cap

20111 526009.165 1377739.499 2212.250 46°46'15.550687"N 121°32'54.040183"W 2149.4833 0.99981717 5/8" IR w/FHWA alum cap

20112 525511.842 1377747.119 2199.697 46°46'10.642834"N 121°32'53.835757"W 2136.9232 0.999817693 5/8" IR w/FHWA alum cap

20113 524820.761 1377661.671 2195.329 46°46'03.810270"N 121°32'54.931276"W 2132.5373 0.999817796 5/8" IR w/FHWA alum cap

20114 524214.506 1377636.099 2192.363 46°45'57.822838"N 121°32'55.182828"W 2129.5615 0.999817846 5/8" IR w/FHWA alum cap

20115 523229.330 1377544.977 2198.706 46°45'48.086636"N 121°32'56.303547"W 2135.8877 0.999817396 5/8" IR w/FHWA alum cap

20116 522832.900 1377363.956 2204.824 46°45'44.149876"N 121°32'58.827929"W 2141.9948 0.999817046 5/8" IR w/FHWA alum cap

20117 522327.906 1376823.846 2217.501 46°45'39.094276"N 121°33'06.489116"W 2154.6501 0.999816366 5/8" IR w/FHWA alum cap

20118 521912.023 1376629.631 2217.792 46°45'34.963701"N 121°33'09.198952"W 2154.9305 0.999816291 5/8" IR w/FHWA alum cap

20119 521177.302 1376241.327 2214.867 46°45'27.660401"N 121°33'14.635096"W 2151.9863 0.999816325 5/8" IR w/FHWA alum cap

20120 520771.963 1375983.743 2198.326 46°45'23.625479"N 121°33'18.256736"W 2135.4341 0.999817057 5/8" IR w/FHWA alum cap

20121 520077.736 1375489.579 2185.434 46°45'16.707753"N 121°33'25.220330"W 2122.521 0.999817574 5/8" IR w/FHWA alum cap

20122 519740.198 1375461.814 2184.918 46°45'13.372386"N 121°33'25.554108"W 2121.9994 0.999817551 Mag nail & Washer

20123 519263.902 1375512.067 2172.697 46°45'08.677718"N 121°33'24.740751"W 2109.7723 0.999818068 5/8" IR w/FHWA alum cap

20124 518651.565 1375226.866 2152.609 46°45'02.595856"N 121°33'28.718554"W 2089.6701 0.999818943 5/8" IR w/FHWA alum cap

20125 518443.404 1375250.766 2146.061 46°45'00.544350"N 121°33'28.335244"W 2083.1195 0.999819227 5/8" IR w/FHWA alum cap

20126 517972.477 1375484.473 2131.974 46°44'55.926952"N 121°33'24.888503"W 2069.0311 0.999819836 5/8" IR w/FHWA alum cap

20127 517584.719 1375539.143 2121.753 46°44'52.106784"N 121°33'24.028842"W 2058.8064 0.999820272 5/8" IR w/FHWA alum cap

PROJECT : SR123 Laughingwater creek bridge to Panther Creek Bridge DATE OF FIELD WORK : multiple entries DATE OF FINAL ADJUSTMENT : June 2020

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Washington South SPCS NAD83 2011

EPOCH DATE : 2010.000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

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

M yF ile s\

Pr oj ec ts

\M is c\

[S R m p -5 co n tr ol sh ee t.

xl sx

]S h ee t -J u l-

:0 P

M W

D S u rv ey

D es ig n ed b y:

C h ec ke d b y:

STATE PROJECT

D.1

SHEET

NUMBER

NP MORA 123(2)WA

NPS PMIS No.184913 NPS Drwg. No.105/182837

SURVEY CONTROLPRELIMINARY - N

L D

E R

S E

A T T

L E

L D

E R

S U

N R I S

E C

3 5 I

R W

H W

A A

L U

M C

A P

B H

S G

S P

E E

D L I

M I T

F I S

N O S I G

G P S

2 M

A G N

A I L W

A S

H E

Begin subexcavation, type 2

24+75

End subexcavation, type 2

26+00

Profile grade

Existing ground

"MAIN 01" Line to be constructed

Construction limit

Clearing limit

Construction limit

Clearing limit

Begin ditch reconditioning

25+53

Begin ditch reconditioning

26+72

N10°46 '35"W e = match existing

'598.43L =

'314.39T =

'790.00R =

(RT)43°24'06"Δ =

30+61.28PI

C e = match existing '434.80L = '227.44T = '600.00R =

(LT)41°31'12"Δ =

24+17.49PI

25+00 26+00 27+00 28+00 29+00 30+00

2,140 2,140

2,150 2,150

2,160 2,160

2,170 2,170

2,180 2,180

2,190 2,190

2,200 2,200

2,210 2,210

2,220 2,220

+3.800%

' VC665

117.72K =

'278.34SSD = ' VC150

147K =

'INFHLSD =

STATE ROUTE 123

LEGEND

HLSD = HEAD LIGHT SIGHT DISTANCE

SUBEXCAVATION, TYPE 1

SUBEXCAVATION, TYPE 2

SUBEXCAVATION, TYPE 3

J u n e

L A

N A

N D

P R

O F

O c p w

-w o rk \d

.4 -2 m o ra p ln

-p rf l.

d g n

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) D.7

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

C P2

R W

H W

A A

L U

M C

A P

F I R

N Slope stake limits

Begin subexcavation, type 1

48+25

Profile grade

Existing ground

"MAIN 01" Line to be constructed

Wetland boundary

Clearing limits

Construction limits

Begin ditch reconditioning

42+44

45 46 4 7 4 e = match existing

'839.95L =

'420.53T =

'6,670.00R =

(LT)07°12'55"Δ =

48+25.28PI

N32°37'31"E

43+00 44+00 45+00 46+00 47+00 48+00

2,170 2,170

2,180 2,180

2,190 2,190

2,200 2,200

2,210 2,210

2,220 2,220

2,230 2,230

2,240 2,240

2,250 2,250

+0.080%

' VC537

120.00K =

'281.05SSD =

STATE ROUTE 123

LEGEND

HLSD = HEAD LIGHT SIGHT DISTANCE

SUBEXCAVATION, TYPE 1

SUBEXCAVATION, TYPE 2

SUBEXCAVATION, TYPE 3

J u n e

L A

N A

N D

P R

O F

O p w

-w o rk \d

.4 -2 m o ra p ln

-p rf l.

d g n

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) D.10

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

F I R

C P

R W

H W

A A

L U

M C

A P

E D

A R

Profile grade

Existing ground

"MAIN 01" Line to be constructed

Clearing limit/construction limit

Slope stake limit

Clearing limit

Construction limit

Clearing limit

Slope stake limit

End ditch reconditioning

133+18 e = match existing

'639.49L =

'329.07T =

'1,100.00R =

(RT)33°18'34"Δ =

135+90.89PI

3 1

N32°2 4'28

133+00 134+00 135+00 136+00 137+00 138+00

2,250 2,250

2,260 2,260

2,270 2,270

2,280 2,280

2,290 2,290

2,300 2,300

2,310 2,310

2,320 2,320

2,330 2,330

-4.376%

STATE R

OUTE 123

LEGEND

HLSD = HEAD LIGHT SIGHT DISTANCE

SUBEXCAVATION, TYPE 1

SUBEXCAVATION, TYPE 2

SUBEXCAVATION, TYPE 3

J u n e

L A

N A

N D

P R

O F

T O p w

-w o rk \d

.4 -2 m o ra p ln

-p rf l.

d g n

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) D.25

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

F I R

C P

3 5 I

R W

H W

A A

L U

M C

A P

R O

U G

H R

P H

S P

E E

D L I

M I T

E D

S G

P A

N T

H E

R C

R E

E K

X X

G P S

2 M

A G N

A I L W

A S

H E

Slope stake limits

Profile grade Existing ground

"MAIN 01" Line to be constructed

Clearing limits END PROJECT

Construction limits

Clearing limit/construction limitBegin ditch reconditioning

150+24

End ditch reconditioning

152+93

End ditch reconditioning

154+31

N12°15'38"W

151+00 152+00 153+00 154+00 155+00 156+00

2,250 2,250

2,260 2,260

2,270 2,270

2,280 2,280

2,290 2,290

2,300 2,300

2,310 2,310

2,320 2,320

2,330 2,330

+0.79%

+4.80%

' VC407

102K =

'473SSD =

STATE ROUTE 123

LEGEND

HLSD = HEAD LIGHT SIGHT DISTANCE

SUBEXCAVATION, TYPE 1

SUBEXCAVATION, TYPE 2

SUBEXCAVATION, TYPE 3

154+42.88 = MP 7.7

WA NP MORA 123(2)

EL. 2311.00

E = 1376270.74

N = 531613.66

J u n e

L A

N A

N D

P R

O F

O p w w o r k \d

.4 m o r a p ln p r f l.

d g n

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) D.28

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

10.4 x 16 20301 -1900

20303 -1500

20303 -3500

20701 -0100

20701 -0500

25101 -0200

25101 -0400

60201 -0800

60210 -0800

60220 -0350

60220 -2600

60704 -0000

62002 -1000

62011 -0500

64704 -1600

Station

M A

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

C U

O V A L

O F

W A

R W

Y, S

N E

O V A L

O F

N E

M A S O

N R Y

A R A

O N

-S

O N

S S

A R A

O N

-S

S S

A C

R A P, M

H O

D A

S S

A C

R A P, M

H O

D A

S S

-I

N C H

E C U

N F

O R

C H

E C U

A S T

N C R

E B O

X C

A S T

N C R

E B O

X C

A N

C U

C E

S S B

M A S O

N R Y, R O

C K F

A C E

N E

M A S O

N R Y

D W

-I

N C H

E C U

O N

A N

O N

U C

O N

S K

A N

A llo w ab le P ip e

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

1V :n

H B

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH SQYD SQYD SQYD SQYD CUYD CUYD LNFT EACH LNFT LNFT EACH SQYD EACH CUYD Lt Rt 17+07 1 120 3 13 4 55 1 1 C 18" existing CMP, 52 LNFT 20+57 1 74 3 13 4 48 1 1 C 18" existing CMP, 41 LNFT 95+82 1 209 13 4 52 1 1 C 97+40 1 183 13 4 44 1 1 C 117+65 1 177 3 13 4 43 1 1 C 18" existing CMP, 37 LNFT 119+12 1 149 3 13 4 40 1 1 C 18" existing CMP, 35 LNFT 131+82 1 166 3 13 4 40 1 1 C 18" existing CMP, 36 LNFT 87+31 1 18" existing Concrete, 44 LNFT 102+61 1 24" existing Concrete, 38 LNFT 105+70 1 18" existing CMP, 37 LNFT 109+40 1 30" existing Concrete, 49 LNFT 80+00 1800 71 20 231 79 54 76 36" existing Concrete, 53 LNFT 141+02 190 257 75 54 24 190 74+26 13 4 142+53 13 4 95+93 1 3 18" existing CMP, 41 LNFT

PROJECT TOTAL 3068 1 71 38 117 488 28 162 322 7 54 54 4 100 7 190

Allowable Pipe Material

NOTE: A Aluminum

1. See Std. 602-7 for acceptable concrete cell class. AS Aluminized steel

C Concrete GS Galvanized steel P Plastic (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\p w -w or k\ d0

O R A

2_ dr ai na ge

Ta bs

.x ls x] Sh ee t

6- Ju l-

A M

H G og ue n 8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

E.1

SHEET

NUMBER

NP MORA 123(2)WA

NPS PMIS No. 184913 NPS Drwg. No. 105/182837

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

ELEVATIONS

CULVERT 80+00

E.3

STATE PROJECT

NUMBER

SHEET

WA NPS MORA 123(2)

/2 m o ra h y

S H

E E

T S

.d g n

H E

E T

E .3

]C u lv e rt

E L

E V

A T

N h e c k e d b y

D e s ig n e d b y

CONSTRUCTION

UPSTREAM CHANNEL

CULVERT OUTLET

CULVERT INLET

(See Sheet E.2) min. new channel depth 18-inches.

smooth transition to existing grade, Place conserved streambed material to create

(75 SQYD) and regrade upstream channel.

1. Removal of paved waterway, stone, NOTE:

�grade at Proposed road

�at Existing road grade

Existing grade, upstream

Invert El. 2181.2' material streambed Conserved

Class 4 Method A, Placed riprap, 100-yr Water Surface El.

2-yr Water Surface El.

Type E Class 1, Geotextile filter, Type E Class 1, Geotextile filter, �Existing road grade at at �Proposed road grade 100-yr Water Surface El.

2-yr Water Surface El.Class 4 Method A, Placed riprap, material streambed Conserved

Invert El. 2179.9' bank stones.

banks with well-defined Construct

�Channel

Flowline El. 2185.5'

Flowline El. 2183.0'

Existing grade, downstream

NO SCALE

1' 1.5' 6' 1.5' 1'

ELEVATIONS

CULVERT 141+02

e c k e d b y s ig n e d b y

CONSTRUCTION

UPSTREAM CHANNEL

CULVERT OUTLET

CULVERT INLET

(See Sheet E.4) min. new channel depth 18-inches.

smooth transition to existing grade, Place conserved streambed material to create

1. Regrade upstream channel.

NOTE:

�grade at Proposed road

�at Existing road grade

Existing grade, upstream

Invert El. 2266.8'

Class 4 Method A, Placed riprap, Surface El.

100-yr Water

Surface El.

2-yr Water

Type E Class 1, Geotextile filter, Type E Class 1, Geotextile filter, �Existing road grade at at �Proposed road grade

Surface El.

100-yr Water

Surface El.

2-yr Water

Class 4 Method A, Placed riprap, Invert El. 2263.0' bank stones.

banks with well-defined Construct

�Channel

Existing grade, downstream

NO SCALE

E.5

STATE PROJECT

NUMBER

SHEET

A T

NP MORA 123(2)

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

3' 5.5' 3'

.5 plate assembly

Welded connection

Headed Stud

GENERAL NOTES:

Varies

15°

Precast footing

O Ring if required over pipe joint

Do not install fastener m a x precast permitted when

Tapered holes

" (max.)2

2'-9

" (min.)2 12'-6

(ref.)

"8 11 "2 on top and sides

(outside joint) mastic joint wrap

Grout and 9" wide box culvert

Outside of box culvert

Inside of "2

14 " (ref.)8

Non-shrink grout

V a ri e s

" Gap2

1¼" Mastic rope foam gasket

Closed cell

1'-5" (max.)

1'-3" (min.)

ty p

WATERTIGHT BOX JOINT SECTION

CONNECTION PLATE DETAIL

SUPPLEMENTAL CONCRETE PIPE TIE

WINGWALL DETAIL

(per manufacturer)

2-wire mesh (typ.)

" 4

6"x6"xW

Non-shrink grout 1¼" Mastic rope foam gasket

Closed cell for 1"Ø joint tie "Ø Hole4 along both sides (typ.)

" Bevel2

" x 22 manufacturer

Weep holes per

12" depth material, Bedding

BOX CULVERT BEDDING DETAIL

Bedding material

R is e

Span Thickness in 6" lifts

Soil compacted

DETAIL

HEADWALL AND CUTOFF WALL

Headwall (per precast culvert manufacturer)

SECTION PROFILE

Span + 4' plates (typ.)

connection

Embedded

Cutoff wall (per precast culvert manufacturer) spaced 2'-6" max.

No. 8 dowels

3" dia. holes with

Span

P e r p la n

10" spaced 2'-6" max.

No. 8 dowels

3" dia. holes with

10" culvert manufacturer)

Headwall (per precast culvert manufacturer)

Cutoff wall (per precast

12" depth Bedding material, Per plan

R is e

Corbel

R is e top section

Interlocking top section

Interlocking

STRUCTURAL DETAILS

FOUR-SIDED BOX CULVERT

Report No. GM 01-22, dated 02/01/2022.

For additional Geotechinical information, see Geotechnical

Apply a resistance factor of 0.45.

2000 lb per square foot at service limit state.

Nominal bearing resistance (based on 18 in minimum width) =

Effective friction angle = 32 degrees

Structural backfill: Unit weight = 125 lb per cubic foot, Effective friction angle = 32 degrees, Cohesion = 0 lb per square ft

Foundation material: Unit weight = 125 lb per cubic foot, suitable material as directed:

Construct footings on suitable foundation material and backfill with

Construct base of footings at elevations provided on Sheet E.2.

GEOTECHNICAL:

Provide 2-inch minimum concrete cover to the face of any bar.

ASTM A1064, Grade 65.

(ASTM, A615) grade 60, or welded wire reinforcing conforming to

Furnish reinforcing steel bars conforming to AASHTO M31, deformed

REINFORCING STEEL:

compressive strength f'c=5000 psi. Chamfer all exposed edges 3/4-inch.

Furnish structural concrete, class A(AE) with minimum 28-day design

CONCRETE:

LIVE LOAD: HL-93.

Structural Backfill unit weight: 125 lb per cubic foot.

DEAD LOAD: Concrete: 150 lb per cubic foot.

latest edition.

accordance with AASHTO LRFD Bridge Design Specifications, Design cut-off walls, headwalls, wingwalls, and footings in

Design precast culverts in accordance with Section 602.

DESIGN:

precast sections.

Install tie rods or connector plates per manufacturer between drawings for review by the CO according to Section 104.

conforming to the grades shown in the plans, and provide shop

Provide concrete culverts, headwalls, wingwalls, and cut-offwalls per ASTM-C1577, as applicable.

Provide precast concrete culverts. Provide precast concrete elements

FP-14 (U.S. Customary).

Construction of Roads and Bridges on Federal Highway Projects, Federal Highway Administration Standard Specifications for

Detail is for general information only.

CONSTRUCTION:

sections as applicable and cast-in-place precast sections (typ.)

manufacturer between connector plates per

Install tie rods or

C h e c k e d b y

D e s ig n e d b y

E.6

STATE PROJECT

NUMBER

SHEET

H E

E T

E .6

]R B

C S tr u c tu ra l_ p w w o r k

\m o r a h y

S H

E E

T S

.d g n

WA NP MORA 123(2)

J u ly

NPS Drwg. No. 105/182837

NPS PMIS No. 184913

(See Notes 4 and 5) see detail

Masonry support plate, at 2'-0" max O.C., see detail

Masonry dovetail anchors end section

Precast concrete box culvert

(Typ.)

(typ.)

(typ

NOTE:

Provide masonry facing according to Section 620.

between edge of precast concrete and anchor bolt.

drilling into precast concrete. Provide 3" minimum clear distance manufacturer's recommendations. Verify hole locations before

Epoxy anchor threaded bolts into precast concrete. Follow

-inch threaded anchor bolt. 4

-inch hole in plate for 16

Drill steel, galvanized according to AASHTO M 111.

Provide steel plates conforming to AASHTO M 270, Grade 36, Provide hot-dipped galvanized steel anchors.

Provide dovetail anchors (1 inch wide by 4-1/2-inch length) .

concrete by providing a temporary foam core.

spacing no greater than 2-feet. Prevent slots from filling with

Set dovetail slots vertically into the concrete wall at a horizontal

Furnish 22 gage hot dipped galvanized steel dovetail slots.

Provide dovetail slots (1 inch wide by 1 inch deep by 5/8 inch throat)

DOVETAIL ANCHOR DETAIL

DOVETAIL ANCHOR AND SLOT DETAILS

MASONRY ANCHOR LAYOUT

Face of concrete across joint

Anchor center to the depth shown

Rake square and tool

6" min.

1" "8

Foam core

DOVETAIL ANCHOR DOVETAIL SLOT

MASONRY SUPPORT PLATE AND DETAILS

SECTION A-A

(See Note 4) "Ø Threaded anchor bolt4

(See Note 4)

(typ.)

" Plate8

R=21'-8 15/16"

Plate and culvert�

Face of concrete

DETAILS

CULVERT MASONRY

12" max.

6" min. to

1'-8"1'-8"4"

9'-1/16"

(typ.)

R=9'-8"

9"9"4"

4'-1/3"

Plate and culvert�

Culvert 80+00

Culvert 141+02

C h e c k e d b y

D e s ig n e d b y

E.7

STATE PROJECT

NUMBER

SHEET

H E

E T

E .7

]S to n e

M a s o n ry

F in is p w

-w o rk \d

\m o ra h y

S H

E E

T S

.d g n

:5 u ly

NP MORA 123(2)

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

Keystone 22" high minimum full width

All top stones

Weephole for close fit to forms

Soffit face rough dressed

Edges cut to true line.

from designated quarry.

Arck rings of quarried stone from Stevens Canyon To replace with an updated photo and one on the other one side of a vertical joint

Not more than two stones on

(SEGMENTAL ARCH)

MASONRY CULVERT

A p r il

U L

V E

R T

M A

S O

N R

Y D

E T

p w w o r k \d

\m o r a E

.8 B o x C u lv e r t

M a s o n r y H e a d w a ll

D e ta il .d g n

(Sheet 2 of 2)

CULVERT MASONRY DETAILS

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) E.8

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

CULVERT INLET/OUTLET ELEVATION

ELEVATION

TYPICAL EXPOSED WINGWALL FACE

Wingwall top

NOTE:

for transition to existing bank top and toe.

1. Place conserved streambed material over riprap as neededPROFILE

TYPICAL CULVERT INLET/OUTLET

RIPRAP DETAILS

TYPICAL CULVERT

wingwall hinge point

Grade break, culvert invert

Grade break, Wingwall footing

Wingwall footing

NO SCALE

5.0'

SECTION A-A

Varies

CL culvert & stream

Existing stream bottom

Wingwall

Flow

2' depth

1' width, Cut off wall, Box culvert headwall

Proposed road grade

Per plan

Per plan road grade Proposed

Wingwall footing

ELEVATION

TYPICAL BURIED WINGWALL FACE

Class 1, Type A, nonwoven

Geotextile filter (typ.)

Flow

A buried face

Wingwall culvert invert

Grade break, culvert invert

Grade break, A

.0 '5

5.0' 5.0'

Culvert & stream�

PLAN

TYPICAL CULVERT INLET/OUTLET

4.0'

V a r.

4.0'

5.0'

2.0'

2.0' face exposed Wingwall point wingwall hinge Grade break, 5.

5.0'

2.0' Per plan

J .M o ra

C h e c k e d b y

D e s ig n e d b y

STATE PROJECT

NUMBER

SHEET

H E

E T

E .1

]T y p ic a l R ip ra p p w

-w o rk \d

\m o ra h y

S H

E E

T S

.d g n

NP MORA 123(2)

:0 u ly

WA E.11

culvert invert Grade break, Wingwall

Existing stream bottom

Wingwall footing

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

SIZE

CULVERT

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

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

LENGTH

APRON

DEPTH

APRON

LENGTH

APRON

DEPTH

APRON

REVISED: 8/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

CULVERT OUTLETS

PLACED RIPRAP AT

W251-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

U S

C c m y fi le s p w p r o d u c ti o n d

W .d g n

J u ly

Variable slopeVariable slope

4D m in

H m in

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)

2' (min.)

(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

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:

1 1

A B B

C C DD

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

D it c h

D ground

Original

Geotextile Flowline m in

Geotextile m in

D m in

D ground

Original

Geotextile

D it c h

L ground

Original

Geotextile m in

H Original ground

L L

NO SCALE

dimension of all pipe arch culverts.

D equals the diameter of all round pipe or the rise 1.

TYPE II

TYPE I

SECTION B-B

SECTION A-A

N o r m a l d it c h l in e

S u b g r a d e s h o u ld e r

Pipe culvert

E n d o f p ip e

FLOW

Flat b ottom di tch a t culv ert in let

FLOW

Tape r at 1

0:1 r atio

Taper a t 10:1 ratio

FLOW

2D or

FLOW

Taper at 10

:1 rat io

2D or

N o r m a l d it c h l in e subgrade elevation

Maximum 2D or

S u b g r a d e s h o u ld e r o r e n d s e c ti o n

E n d o f p ip e b e v e l

PIPE SIZE (D) WIDENING

DITCH WIDENING

Flat b ottom ditc h at c ulvert inlet

B section

End

PLAN PLAN

Original ground in mountainous terrain flat terrain. Taper at 5:1

Taper at 10:1 in rolling or 5:1 in mountainous terrain.

or flat terrain. Taper at

Taper at 10:1 in rolling

Normal ditch line

Pipe culvert

Original ground cut slope

Normal

(See table)

Ditch widening

Subgrade shoulder Normal ditch lineSubgrade shoulder

Pavement surface

Berm

Pavement surface

Subgrade

End section

Berm pipe as staked

Slope at ditch at end section

Flow line of pipe as staked

Slope at cut slope

Normal

D in lieu of 45° pipe elbow

30° pipe elbows may be required

At skewed pipe locations, 22.5° or

Standard 45° pipe elbow.

slope

1:3 max ditch line

Normal maximum slope

1:1.5

Cut Slope slope

1:3 max maximum slope

1:1.5

Cut Slope

D ditch line

Normal

Subgrade

602-6

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

TREATMENT IN CUT SLOPES

PIPE CULVERT INLET 30"

24"

18"

STATE PROJECT

e c e m b e r

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

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

B e r m

(min.)

4' d ip a t c e n te r

(Min.)

MULTIPLE ROUND PIPE INSTALLATION SUPPLEMENTAL CONCRETE PIPE TIE

PIPING PLUG

TRENCH INSTALLATIONEMBANKMENT INSTALLATION

CONCRETE ROUND PIPE CULVERT LEGEND:

Bedding material (uncompacted).

Embankment material placed in layers

Impermeable backfill material.

FILL HEIGHT AND PIPE CLASS TABLE

BEDDING DEPTH

PIPE

SIZE

MINIMUM SPACING

EMBANKMENT TRENCHDIAMETER

DEPTHPIPE SIZE (H)

CLASS VCLASS IVCLASS IIICLASS II

TRENCH

CLASS VCLASS IVCLASS IIICLASS II

EMBANKMENT

Construct a piping plug of impermeable backfill material at the pipe inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

Roadway embankment

Limits of pipe compaction

SECTION A-A

When directed, camber pipe culverts upwards 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.

Measure minimum cover from the top of the pipe culvert to the subgrade for flexible pavements, and to the top of the pavement for rigid pavements.

Measure maximum fill height from the top of the pipe to the top of the pavement for both flexible and rigid pavements.

Pipe compaction limits shown are for pipe installation in an embankment. For pipe installation in a trench, the compaction limits shall be the walls of the trench.

Where unyielding or unstable material is encountered, install the pipe culvert according to the limits of pipe

Maximum fill heights for pipe culvert installations may be increased on approval of site-specific structural pipe designs meeting the criteria of

AASHTO Standard Specifications for Highway Bridges.

Use Supplemental Concrete Pipe Tie when specified in the contract documents.

Compacted backfill material placed in layers lean concrete backfill in accordance with Section 614

Bedding (See table)Bedding (See table)

Width

° 60°

(See table)

Minimum spacing

Finished subgrade before trench excavation embankment height

Finished subgrade or to springline backfill

Compacted

Piping plug end treatment

Culvert

Embankment slope

High water elevation

Pipe culvert holes (typ.)

Concrete pipe tie when precast

Tapered holes permitted over pipe joint

Do not install fastener

O Ring if required

2H2H

602-7

STANDARD APPROVED FOR USE 12/1993

DRAFT: 6/2008

REVISED: 4/1994 6/2005

CULVERT INSTALLATION

CONCRETE PIPE

compaction shown on Standard 602-3.

INCHES

DIAMETER

INCHES

COVER

MINIMUM

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE IN FEET

> 54"

12" TO 54"

OVER 96"

36"-96"

12"-36"

48"

0.5H

15"

72"

" min.2 12'-6 not exceeding 6" compacted depth.

not exceeding 6" compacted depth, or

1'-0" (min.)

" dia. hole for4

" max.2 12'-9 ty p ic a l m a x

1'-0"±

1'-3" min.

1'-5" max.

1" dia. Joint tie

STATE PROJECT

e c e m b e r

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

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

H H

7 5 I

R W

H W

A A

L U

M C

A P

F I R

M P O

U T

L E

M P

F I R

G P S

6 5 I

R W

H W

A A

L U

M C

A P

D I

L A

U G

H I N

G W

A T

E R C

R E

E K

X X

S G

STATE R

OUTE 1

Clearing limits

Fiber Roll

Install SEC, Fiber Roll

Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll see detail W157-2

Inlet Protection, type A

Install Temporary Drop

BEGIN PROJECT

9 1

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

7+15.00

J u n e

S o il

E r o s io n a n d S e d im e n t

C o n tr o l

P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 7+15 TO 12+00

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.2

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

U T

L E

T I

N L E

F I R

U T L E

N L E

C P

R W

H W

A A

L U

M C

A P

F I R

C P

R W F

H W

A A

L U

M C

A P

F I R

F I R 1

F I R

STATE ROUTE 123

Fiber Roll

Install SEC, Clearing limits

Check Dams

Install SEC, Install SEC, Silt fence

16+74 to 17+31, Lt per Detail C157-55

Fiber roll (at culvert inlet), Install SEC, Control Product

Install Rolled Erosion

16+78 to 17+53, Rt

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll per Detail C157-55

Fiber roll (at culvert inlet), Install SEC, LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 12+00 TO 17+80

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.3

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

X X

E M

L O

C K

U T

L E

E M

L O

C K

N L E

N O S

F I

S G

T R

A I L X I N

F I R

E D

A R

F I R

N O P

E T S

F I R

T R

STATE ROUTE 123

Fiber Roll

Install SEC, Clearing limits

Install SEC, Silt fence

20+16 to 20+86, Lt

Check Dams

Install SEC, Control Product

Install Rolled Erosion

20+25 to 21+02, Rt per Detail C157-55

Fiber roll (at culvert inlet), Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 17+80 TO 23+60

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.4

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

L D

E R

S E

A T T

L E

L D

E R

S U

N R I S

E C

3 5 I

R W

H W

A A

L U

M C

S G

S P

E E

D L I

M I T

F I S

G P S

2 M

A G N

A I L W

A S

H E

Clearing limits

Fiber Roll

Install SEC, STATE ROUTE 123

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

5 2

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 23+60 TO 29+40

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.5

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

S I G

24" X30

"X1 2"

24" X30

"X1 2"

24" X30

"X1 2" 12"

X12 "X1

30" X30

"X1 2"

S P E

E D L I

M I T

P H

X X

30" X24

"X1 2"

X X

36"X30"X24"

30"X24"X18"

12"X2 4"X12

J B

X X

24"X24"X18"

30"X24"X30"

30"X24"X24"

X X

24"X24"X18"

24"X12"X18"

30"X30"X12"

24"X30"X18"

J B

30"X 18"X

18"

12"X12"X12"

N O S

X X

S G

STOP

X X

G P S

W F

H W

A A

L U

M C

A P

X X

Clearing limits

Fiber Roll

Install SEC, STATE ROUTE 123

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

S T

E V

E N

S C

A N

Y O

N E

N T

R A

N C

E R

O A

N32°37'31"E

1 32

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

Soil zone 1 Soil zone 2

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 29+40 TO 35+20

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.6

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

E E

D L I

M I T

P H

X X

R O

U G

H R

P H

F I R

C P2

R W

H W

A A

L U

M C

A P

F I R

Clearing limits

Fiber Roll

Install SEC, STATE ROUTE 123

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 35+20 TO 41+00

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.7

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

H A

N A

P E

C O

S H P

A C

K W

O O

A R

A D I S

E L

O N

G M I R

F I R

C P2

R W

H W

A A

L U

M C

A P

F I R

STATE ROUTE 123

Clearing limits

Fiber Roll

Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

N32°37'31"E

45 4

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 41+00 TO 46+80

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.8

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

T L E

T N

O T F

O U

N D A

P P

R O

X L

O C

A T I O

N L E

S G

STATE ROUTE 123

Clearing limits

Fiber Roll

Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

N25°24'36"E

50 5 1 5

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 46+80 TO 52+60

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.9

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

R O

X I

M A

T E O

U T

L E

N L E

F I R

C P2

R W

H W

A A

L U

M C

A P

C P2

R W

H W

A A

L U

M C

A P

F I R

STATE ROUTE 123

Clearing limits Fiber Roll

Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

3 5 4 5 5 5

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 52+60 TO 58+40

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.10

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

C P

R W F

H W

A A

L U

M C

A P

F I R

Clearing limits

Fiber Roll

Install SEC, STATE ROUTE 123

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

0 61

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 58+40 TO 64+20

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.11

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

F I R

S G

F I R

C P2

R W

H W

A A

L U

M C

A P

STATE ROUTE 123

Clearing limits

Fiber Roll

Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

7 6

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 64+20 TO 70+00

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.12

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

U T

L E

N L E

E D

A R

E D

A R

E D

A R

E D

A R

F I R

E M

L O

C K

E D

A R

E M

L O

C K

F I R

E D

A R

F I R

E D

A R

F I R

E D

A R

E M

L O

C K

F I R

E D

A R

E D

A R

F I R

E D

A R

F I R

E D

A R

F I R

C P

5 5 I

R W

H W

A A

L U

M C

A P

STATE ROUTE 123

Clearing limits

Fiber Roll

Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

Install SEC, Silt fence

79+90 to 74+90, Lt

N04°50'55"E

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 70+00 TO 75+80

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.13

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

W M

O H

W M

O H

W M

U T

L E

U T

L E

O H

W M

N L E

E M

L O

C K

L D

E R

L D

E R

O H

W M

L D

E R

O H

W M

E M

L O

C K

O H

W M

O H

W M

O H

W M

L D

E R

O H

W M

E D

A R

L D

E R

F I R

E D

A R

S G

F I R

E D

B H

E M

L O

C K

G P S

4 5 I

R W

H W

A A

L U

M C

A P

E D

A R

' 3 H

E M

L O

C K

L D

E R

E M

L O

C K

E M

L O

C K

L D

E R

E M

L O

C K

E M

L O

C K

E M

L O

C K

F I R

E M

L O

Clearing limits

Fiber Roll

Install SEC, Check Dams

Install SEC, Install SEC, Silt fence

79+16 to 81+00, Lt

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

Control Product

Install Rolled Erosion

79+40 to 80+45, Rt

N04°50'55"E

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 75+80 TO 81+60

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.14

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

U T

L E

T I

N L E

F I R

C P

R W

H W

A A

L U

M C

A P

STATE ROUTE 123

Fiber Roll

Install SEC, Clearing limits

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll per Detail C157-55

Fiber roll (at culvert inlet), Install SEC, Check Dams

Install SEC, LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 81+60 TO 87+40

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.15

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

U T

L E

T I

N L E

E D

A R

E D

A R

C P

2 5 I

R W

H W

A A

L U

M C

A P

STATE ROUTE 123

Fiber Roll

Install SEC, Clearing limits

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

Check Dams

Install SEC, N04°50'55"E

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 87+40 TO 93+20

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.16

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

L D

E R

U T L E T

F I R

L E T

E D

A R

E M

L O

C K

F I R

U T

L E

L D

E R

E D

A R

N L E

F I R

L D

E R

E D

A R

F I R

S G

C P

1 5 I

R W

H W

A A

L U

M C

A P

F I R

F I R1 F I R

E D

A R

E M

L O

C K

E M

L O

C K

E M

L O

C K

E D

, P

Fiber Roll

Install SEC, Install SEC, Silt fence

95+30 to 97+90, Lt

Check Dams

Install SEC, per Detail C157-55

Fiber roll (at culvert inlet), Install SEC, Control Product

Install Rolled Erosion

95+65 to 97+85, Rt per Detail C157-55

Fiber roll (at culvert inlet), Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

N04°50'55"E

96 9 7 9

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 93+20 TO 99+00

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.17

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

U T L E

L E T

E D

A R

N O S

C P

W F

H W

A A

L U

M C

A P

E D

A R

STATE ROUTE 123

Fiber Roll

Install SEC, Clearing limits

Check Dams

Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll per Detail C157-55

Fiber roll (at culvert inlet), Install SEC, LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d S e d im e n t

C o n tr o l

P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 99+00 TO 104+80

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.18

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

U T L E

L E

U T

L E

N L E

STATE ROUTE 123

Fiber Roll

Install SEC, Clearing limits

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll per Detail C157-55

Fiber roll (at culvert inlet), Install SEC, per Detail C157-55

Fiber roll (at culvert inlet), Install SEC, Check Dams

Install SEC, Check Dams

Install SEC, N20°16'41"W

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d S e d im e n t

C o n tr o l

P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 104+80 TO 110+60

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.19

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

L D

E R

L D

E R

C P

R W F

H W

A A

L U

M C

A P

7 M P7

STATE ROUTE 123

Fiber Roll

Install SEC, Clearing limits

Check Dams

Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

N13°41'47"W

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d S e d im e n t

C o n tr o l

P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 110+60 TO 116+40

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.20

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

E D

A R

F I R

E M

L O

C K7 C

E D

A R

U T L E T

L E

F I R

E M

L O

C K

F I R

U T

L E

N L E

F I R

E M

L O

S G

F I R

L D

E R

U T

L E

N L E

F I R

L D

E R

F I R

E M

L O

C K

E M

L O

C K

E D

A R

E D

A R

F I R

E M

L O

C K

E M

L O

C K

E M

L O

C K

F I R

C P

8 5 I

R W F

H W

A A

L U

M C

Fiber Roll

Install SEC, Clearing limits

Install SEC, Silt fence

117+38 and 119+38, Lt per Sheet C157-55

Fiber roll (at culvert inlet), Install SEC, Check Dams

Install SEC, per Sheet C157-55

Fiber roll (at culvert inlet), Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

Control Product

Install Rolled Erosion

117+38 to 119+40, Rt

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d S e d im e n t

C o n tr o l

P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 116+40 TO 122+20

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.21

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

18" O

UTLET

18" INLET

F I R

STATE ROUTE 123

Fiber Roll

Install SEC, Clearing limits

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

N13°41'47"W

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d S e d im e n t

C o n tr o l

P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 122+20 TO 128+00

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.22

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

" H

E M

L O

C K

C P

" IR

W /F

H W

A A

L U

M C

A P

" H

E M

L O

C K

" F

U T

L E

" H

E M

L O

C K

" F

N L E

" H

E M

L O

C K

" F

F I R

" F

C P

R W

H W

A A

L U

M C

A P

E D

A R

" F

" S

N A

" S

STATE ROUTE 123

Fiber Roll

Install SEC, Control Product

Install Rolled Erosion

131+52 to 132+25, Rt

Clearing limits

Install SEC, Silt fence

131+64 to 132+05, Lt per Detail C157-55

Fiber roll (at culvert inlet), Install SEC, Check Dams

Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

0 1

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d S e d im e n t

C o n tr o l

P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 128+00 TO 133+80

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.23

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

E M

L O

C K

E M

L O

C K

E M

L O

C K

I P

F I R

C P

R W

H W

A A

L U

M C

A P

F I R

STATE R

OUTE 1

Clearing limits

Fiber Roll

Install SEC, SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

N00°54'06"E

5 1

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d S e d im e n t

C o n tr o l

P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 133+80 TO 139+60

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.24

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

E M

L O

C K

E M

L O

C K

E D

A R

E M

L O

C K

E M

L O

C K

E M

L O

C K

E D

A R

E M

L O

C K

E M

L O

C K

E D

A R

U T

L E

T 4 H

E M

L O

C K

U T

L E

P R

U C

P R

U C

E M

L O

C K

E M

L O

C K

E M

L O

C K

P R

U C

N L E

E M

L O

C K

F I R

N L E

E M

L O

C K

L D

E R

E M

L O

C K

E M

L O

C K

P R

U C

E M

L O

C K

U T

L E

E M

L O

C K

E M

L O

C K

E M

L O

C K

E M

L O

C K

E M

L O

C K

E D

A R

F I R

E M

L O

C K1 H

E M

L O

C K

S T

R E

A M

E M

L O

C K

E D

A R 1 A

L D

E R

E M

L O

C K

E M

L O

C K

E M

L O

C K

E M

L O

C K

L D

E R

L D

E R

F I R

E M

L O

C K

L D

E R

S G

E M

L O

C K

F I R

E M

L O

C K

E M

L O

C K

E M

L O

C K

E M

L O

C K

E M

L O

C K

E M

L O

C K

E M

L O

C K

E M

L O

C K

L D

E R

F I R

L D

E R

L E

F I R

L D

E R

F I R

N A

C P

4 5 I

R W

H W

A A

L U

M C

A P

E M

L O

C K

E D

A R

E M

L O

C K

E M

L O

C K

E M

L O

C K

E M

L O

C K

E D

A R

F I R

B H

E M

L O

C K

E M

L O

C K

E M

L O

C K

E M

L O

C K

E M

L O

C K

F I R

E M

L O

C K

E M

L O

C K

I P

E M

L O

C K

E M

L O

C K

F I R

E M

L O

C K

E M

L O

C K

E M

L O

C K

P R

U C

E M

L O

C K

E M

L O

C K

P R

U C

E M

L O

C K

E M

L O

C K

P R

U C

E M

L O

C K

E M

L O

C K

E M

L O

C K

E M

L O

C K

U N

K N

O W

N C

A B

L E

E M

L O

C K

E M

L O

C K

E M

L O

C K

U N

K N

O W

N C

A B

L E

Clearing limits

Fiber Roll

Install SEC, Control Product

Install Rolled Erosion

140+70 to 141+35, Rt

Check Dams

Install SEC, Install SEC, Silt fence

140+47 to 143+19, Lt

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

4 1

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d S e d im e n t

C o n tr o l

P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 139+60 TO 145+40

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.25

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

U T

L E

T I

N L E

F I R

C P

3 5 I

R W

H W

A A

L U

M C

A P

STATE ROUTE 123

Fiber Roll

Install SEC, Clearing Limits

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d S e d im e n t

C o n tr o l

P la n t o p w w o r k \d

.2 .d g n

CONTROL PLAN 145+40 TO 151+20

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.26

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

U G

H R

P H

S P

E E

D L I

M I T

E D

A R

F I R

S G

P A

N T

H E

R C

R E

E K

X X

G P S

2 M

A G N

A I L W

A S

H E

P A

N T

H E

R C

R E

E K

F I R

P . C .N A I L

STATE ROUTE 123

Fiber Roll

Install SEC, Clearing Limits

END PROJECT

SEC

Soil Erosion Control, Check Dams

Soil Erosion Control, Silt Fence

Soil Erosion Control, Fiber Roll

N12°15'38"W

154+42.88

LEGEND

Soil Erosion Control

Rolled Erosion Control Product

J u n e

S o il

E r o s io n a n d

S e d im e n t C o n tr o l P la n t o p w w o r k \d

.2 .d g n

154+42.88

CONTROL PLAN 151+20 TO

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) F.27

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

151V:2H and steeper

30Between 1V:3H and 1V:2H

45Between 1V:4H and 1V:3H

601V:4H or flatter spacing (ft)

Fiber Roll Maximum �9" Slope Gradient

FIBER ROLL SPACING TABLE*

NOTE:

1. Repair all rills or gullies and properly compact prior to installation.

2. Install fiber rolls along slope contours. For any 20' section of fiber roll, do not allow the fiber roll to vary more than 5% from level.

3.Stake fiber rolls in place with 1 "x 1" or 1" � wood stakes. Space stakes 4' o.c. max. on slopes and 2' o.c. max. culverts. Stake fiber rolls 6-inches from each end.

4. Drive stakes into undisturbed soil at least 12" deep. Expose stakes 2" above top of fiber roll.

5. For fiber rolls on bare soil, construct trenches parallel to the contour.

Place fiber rolls in continuous contact with trench bottom and sides.

Tamp soil backfill against upstream side of fiber roll to ensure storm water is forced to flow through fiber roll rather than under it.

6. Place fiber rolls all the way around the inlet when the disturbance is on both the road and around the culvert and all water entering the culvert is crossing the disturbance.

NO SCALE

FIBER ROLL JOINT DETAIL

Pay lim its

D irection of ru n off ove rlap12" mi n.

*Approximate spacing shown. Adjust spacing as needed dut to project-specific conditions.

FIBER ROLL LAPPING DETAIL

S lo p e

S ta k e

C le a ri n g

L im it m in

Flow

Trench 2" min.

FIBER ROLL AS PERIMETER CONTROL

INSTALLATION DETAIL

Flow m in .Trench 2" min.

STAKE DETAIL

FIBER ROLL SLOPE LAYOUT

Flow spacing table See Fiber roll

Flow

SECTION A-A

FIBER ROLL

AT CULVERT INLET

FIBER ROLL

AT CULVERT OUTLET

Se e n ote

A A

Se e n ote

Flow

*Approximate length shown for rolls across the top of the culvert inlet only.

Adjust length as needed due to project-specific conditions.

3054" or larger

2030" to 48"

1024" or smaller

Fiber Roll length (ft)�9" Culvert Size

FIBER ROLL AT CULVERTS*

side of fiber roll material on uphill Place excavated Wood stakes

Fiber roll

Slope

Fill slope uphill side of fiber roll Place excavated material on uphill side of fiber roll Place excavated material on

Fill or cut slope

Stagger joints (typ.)

along contours Install fiber rolls roll 2" min.

Trench fiber

Fiber roll table for length requirements See Fiber Rolls at Culverts around culvert inlet Install fiber rolls flared end section Culvert inlet with end section with flared Culvert outlet length requirements Culverts table for See Fiber Rolls at around culvert outlet Install fiber rolls

Fiber Roll

See note 6 control runoff culvert as needed to Install fiber rolls below

FIBER ROLL

C157-55

F e b ru a ry

-5

S h e t] p w

-w o rk \d

.d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

01/2011DETAIL APPROVED FOR USE

09/2020 12/2017REVISED:

STATE PROJECT

NUMBER

SHEET

NP MORA 123(2)

F.28

NPS PMIS NO. 184913 NPS DRWG. NO. XXX/XXXX

REVISED: 10/2016

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

C c m y fi le s p w p r o d u c ti o n d m s

W .d g n

O c to 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

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

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 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

W157-2

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

C c m y fi le s p w p r o d u c ti o n d m s

W .d g n u ly

6 Sheet 1 of 2

PROTECTION

TEMPORARY INLET

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

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 Flow

W157-2

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet 2 of 2

PROTECTION

TEMPORARY INLET

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

o r d e r .U

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

H C e ll s .d g n li b

F e b r u a r y

Overflow water

Filtered

DROP INLET PROTECTION (TYPE D1)

BLOCK AND GRAVEL

SECTION C-C

CURB INLET PROTECTION (TYPE D2)

BLOCK AND…

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File details come from the government source that posted it. Updated Jul 14, 2023.