Plan_Final__Plan_combined_March16_2016.pdf

PDF 15 MB Posted Apr 21, 2016

Attached to: OR BLM MED 2015(1), Quartz Creek Culvert Replacement Medford District and OR BLM ERFO 151-3204, Quartz Creek Culverts
Solicitation number: DTFH7016B00012
Issued by: Department of Transportation Federal Highway Administration

About this file

From the source

Plans_Quartz Creek

View the file

Other files

File	Type	Posted
Bid_Summary_Quartz_Creek.pdf	PDF	May 24, 2016
Q A_0523.pdf	PDF	May 23, 2016
Plan_Request_for_Internet.pdf	PDF	Apr 21, 2016
SWPPP-Quartz_Creek_Culvert_Replacement_OR_BLM_MED_2015(1).pdf	PDF	Apr 21, 2016
Quartz_Creek_V8_EARTHWORK_output.pdf	PDF	Apr 21, 2016
IFB_Quartz.pdf	PDF	Apr 21, 2016
Quartz_Crk_Mainline_cross_sections.pdf	PDF	Apr 21, 2016
PROJECT_DESCRIPTION_Quartz_Creek.pdf	PDF	Mar 28, 2016

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft

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

BLM ERFO 151-3204

BLM MED 2015(1)

F e b r u a r y

C h e c k e d b y

D e s ig n e d b y

INDEX TO SHEETS INDEX TO SHEETS

F. EROSION CONTROL (QCCR)

E. DRAINAGE (QCCR)

D. PLAN-PROFILE (QCCR)

C. TYPICAL SECTION (QCCR)

B. SUMMARIES

A. GENERAL INFORMATION

STD. DRWG. 157-1, SILT FENCE DETAILS

ON SLOPE

ROLLED EROSION CONTROL PRODUCT

SEDIMENT WATTLE DETAILS

CONTROL PLAN

QUARTZ CREEK TEMPORARY EROSION

CONTROL PLAN

QUARTZ CREEK PERMANENT EROSION

TABULATION OF QUANTITIES

ROCK WEIR DETAIL

SILL DETAIL

METAL PIPE CULVERT SEDIMENT RETENTION

(WITH SEDIMENT RETENTION SILLS)

SIMULATED STREAM CULVERT TREATMENT

RIPRAP HEADWALL & PIPE BEVEL DETAILS

STANDARD DRAWINGS

PLAN AND PROFILE

QUARTZ CREEK CULVERT REPLACEMENT

TABULATION OF DRAINAGE QUANTITIES

SURVEY CONTROL (QCCR)

ROADWAY DETAILS

ROADWAY PLAN AND PROFILE

TYPICAL SECTION

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

F.7

F.6

F.4-5

F.3

F.2

F.1

E.9

E.8

E.7

E.6

E.3-5

E.2

E.1

D.4

D.3

D.2

D.1

C.1

B.1-2

A.4

A.3

A.2

A.1

EROSION CONTROL PLAN

QUARTZ CREEK CULVERTS ARCHES TEMPORARY

EROSION CONTROL PLAN

QUARTZ CREEK CULVERTS ARCHES PERMANENT

TABULATION OF QUANTITIES

ROCK WEIR DETAIL

SIMULATED STREAM ARCH TREATMENT

ARCH RIPRAP END TREATMENT DETAILS

DETAILS

CONCRETE HEADWALL & WINGWALL RIPRAP

CONCRETE HEADWALL & WINGWALL DETAILS

ARCH DETAILS

PROFILE

QUARTZ CREEK CULVERTS ARCH 2 PLAN AND

PROFILE

QUANTZ CREEK CULVERTS ARCH 1 PLAN AND

TABULATION OF QUANTITIES

SURVEY CONTROL (QCC)

PLAN AND PROFILE

TABULATION OF QUANTITIES

TYPICAL SECTIONS

WOOD POST

CONSTRUCTION SIGNS, INSTALLATION

CLOSURE DETAILS

TEMPORARY TRAFFIC CONTROL ROAD

CLOSURE PLAN

TEMPORARY TRAFFIC CONTROL ROAD

TABULATION OF QUANTITIES

K.3

K.2

K.1

J.9

J.8

J.7

J.6

J.5

J.4

J.3

J.2

J.1

I.4

I.3

I.2

I.1

H.1

G.4

G.3

G.2

G.1

K. EROSION CONTROL (QCC)

J. DRAINAGE (QCC)

I. PLAN - PROFILE (QCC)

H. TYPICAL SECTION (QCC)

G. TEMPORARY TRAFFIC CONTROL PLAN

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

A a r c h

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3

BLM ERFO 151-3204

BLM MED 2015(1)

CP GPS

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

RIP

G G

W W

T T

NO SCALE

- no symbol -wall face

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

lt. or LT

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R route right required reinforcement roadway right-of-way range radius typ.

thd.

TBM

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

NOTE:

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

VICINITY MAP

R o a d

A.4

STATE PROJECT

NUMBER

SHEET

a r c h

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

BLM ERFO 151-3204

C h e c k e d b y

D e s ig n e d b y

SCALE IN MILES

1 0 2

Quarry and Disposal Site

Optional Material Source

MP 0.5

Q ua rt z

C r e e k m ile s

H o g C re e k b o a t ra m p

T o w a te r so u rc e a t

BLM 35-6-8

BLM 34-6-30

BLM 35-6-8

BLM 34-7-26

BLM 34-7-25.5

BLM 34-7-25.2

k e er

C d e m a n n U

23 24 19

181314 keer

C ts a

E moT ke er

C zt r a u Q k e er

C ztr a u Q k e er C go H at MP 0.1 on BLM 34-7-26

Optional Tree Disposal Site

QUARTZ CREEK

CULVERT REPLACEMENT (QCCR)

QUARTZ CREEK CULVERTS (QCC)

Sheet and Description

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

Typical Section

(QCCR)

Plan & Profile

(QCCR)

Drainage

(QCCR)

Erosion Control

(QCCR)

Temporary Traffic

Control Plan

Typical Section

(QCC)

Plan and Profile

(QCC)

Drainage

(QCC)

Erosion Control (QCC) ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15701-0000 SOIL EROSION CONTROL(QCC) LPSM ALL

A0140 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION

CHANNEL(QCCR) LPSM ALL

A0160 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION

CHANNEL(QCC) LPSM ALL

A0180 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 336 336

A0200 15705-1400 SOIL EROSION CONTROL,

SEDIMENT LOG LNFT 510 510

A0220 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 26 26

A0240 20102-0000 CLEARING AND GRUBBING(QCC) LPSM ALL

A0260 20102-0000 CLEARING AND GRUBBING(QCCR) LPSM ALL

A0280 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 2 3

A0300 20401-0000 ROADWAY EXCAVATION CUYD 395 248 50 693

A0320 20403-0000 UNCLASSIFIED BORROW See Footnote on

CUYD 500 500 Sheet D.1

A0340 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 308 245 553

A0360 20701-0900 EARTHWORK GEOTEXTILE, TYPE

II-C SQYD 38 360 12 410

A0380 25101-2000 PLACED RIPRAP, CLASS 2(DITCH

TREATMENT) CUYD 14 50 6 70

A0400 25101-5000 PLACED RIPRAP, CLASS 5(RIPRAP

EMBANKMENT) CUYD 555 15 570

A0420 25101-5000 PLACED RIPRAP, CLASS 5(RIPRAP

END TREATMENT) CUYD 115 250 365

A0440 30802-2000 ROADWAY AGGREGATE, METHOD 2,

BASE GRADING C TON 605 635 80 1,320

A0460 30802-2000 ROADWAY AGGREGATE, METHOD 2,

SURFACE COURSE TON 274 168 40 482

A0480 40401-0000 MINOR HOT ASPHALT CONCRETE TON 105 5 110

3- M ar -2

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Es tim at e-

.x ls x] Sh ee t

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.1BLM MED 2015(1)

BLM ERFO 151-3204OR

SHEET

NUMBER

Sheet and Description

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

Typical Section

(QCCR)

Plan & Profile

(QCCR)

Drainage

(QCCR)

Erosion Control

(QCCR)

Temporary Traffic

Control Plan

Typical Section

(QCC)

Plan and Profile

(QCC)

Drainage

(QCC)

Erosion Control (QCC) ALLOWANCE Bid

Schedule

A0500 60103-0000 CONCRETE, HEADWALL EACH 1 1

A0520 60201-2500 144-INCH PIPE CULVERT LNFT 122 122

A0540 60304-0000 STRUCTURAL PLATE ARCH LNFT 180 180

A0560 62201-0350 BACKHOE HOUR 16 16

A0580 62201-3000 HYDRAULIC EXCAVATOR HOUR 16 16

A0600 62201-3750 CHAIN SAW HOUR 4 4

A0620 62301-0000 GENERAL LABOR HOUR 40 40

A0640 62407-0000 PLACING CONSERVED TOPSOIL CUYD 308 245 553

A0660 62503-0000 TURF ESTABLISHMENT SLRY 3 2 5

A0680 62901-0000 ROLLED EROSION CONTROL

PRODUCT, TYPE 4 SQYD 130 1,125 45 1,300

A0700 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 8 8

A0720 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 134 20 154

A0740 64703-3010 MITIGATION, ROCK WEIR EACH 4 4

A0760 64703-6000 MITIGATION, FISH PASSAGE

BOULDER EACH 15 22 3 40

A0780 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 390 500 40 930

A0800 64704-1600 MITIGATION, STREAMBED CHANNEL

RECONSTRUCTION CUYD 325 250 25 600

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

3- M ar -2

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Es tim at e-

.x ls x] Sh ee t

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2BLM MED 2015(1)

BLM ERFO 151-3204OR

Varies

17+75 TO 23+10

MAINLINE TYPICAL

TYPICAL SECTION

Cross-slope (See Table 2)Cross-slope (See Table 2) Varies

Va rie s

QUARTZ CREEK CULVERT REPLACEMENT

(See Table 1 and Note 1)

Varies

C.1

STATE PROJECT

NUMBER

SHEET

a r c h

S I n t2

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

C h e c k e d b y

D e s ig n e d b y

NO SCALE

FOOTNOTE:

Traveled way

Existing ground

8" compacted depthgrading C, base course, method 2, Roadway aggregate, surface course, 4" compacted depth

Roadway aggregate, method 2, Cross Sections.

Construct culvert fill or daylight to existing ground as shown in

Ditch typcial is not applicable from 20+50 to 21+20.

slope variation.

See Cross Sections and Slope Staking Notes for shoulder

Profile grade

NOTE:

Construct new road to match existing roadway width.

The variable width is designed to match existing roadway width.

D.1

STATE PROJECT

NUMBER

SHEET

S I n t2

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

BLM ERFO 151-3204

BLM MED 2015(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

by the CO.

unsuitable material is found during excavation. If needed, used as directed Unclassified item is assumed quantity. It is intended to be used if

GPS

P V I

Flow

Curve 1 Curve 2

C u r v e

Curve 4

CUYD

EXC.

CUYD

EMB.

22+0021+0020+0019+0018+00

1600 1600

1620 1620

1640 1640

1660 1660

1680 1680

1700 1700

D.2

STATE PROJECT

NUMBER

SHEET

M a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d o r b m e d fb .d g n

C h e c k e d b y

D e s ig n e d b y

17+40 23+4023+00

P O

P C

P T

P C

P T

P C

P T

P C

0 1

21+00

1620 1620

1625 1625

1640 1640

-5.2365%

+9.1362%130' VC

K = 9

Existing ground

BEGIN PROJECT

17+75.00

END PROJECT

23+10

END PROJECT

23+10

See E Sheets for details

Install 144" culvert.

Line to be constructed

See E Sheets for details

Install 144" culvert.

20+93.19

El=1668.875

E=4121332.25

N=351670.44

Remove existing 36" culvert

20+94.37

NOTE:

Remove existing 36" culvert

SCALE IN FEET

0 20 40 6020

See Sheet D.3 for details

(riprap embankment), Placed riprap, class 5

Unnamed Creek Centerline

Edge of existing road

Profile grade at centerline

El=1665.27

E=4121511.34

N=351808.61

Clearing limits

Clearing limits for riprap footing detail

See Sheet D.3 for riprap footing detail

See Sheet D.3

Offset= 57.0 RT

Sta.= 21+03

Offset= 12 LT Sta.= 20+45

Offset= 33.0 LT Sta.= 20+45

Offset= 40.5 LT

Sta.= 19+55

Offset= 15.5 LT

Sta.= 21+40Offset= 43.5 LT

Sta.= 22+00 Offset= 33.8 LT

Sta.= 21+40 staging alignment

Optional construction and details

See Section E for quantity

(riprap end treatment).

Placed riprap, class 5

See Sheet D.3 for details

(riprap embankment).

Placed riprap, class 5

Offset= 47.5 RT

Sta.= 20+76 for quantity and details

See Section E

(riprap end treatment), Placed riprap, class 5

OR BLM MED 2015(1)

El=1668.875

E=4121332.25

N=351670.44 limits based on alternative construction staging.

The contractor may propose reducing the construction limits shown on cross sections.

Clearing limits shown are 5 feet beyond excavation culvert excavation access alignment as shown.

Road work construction limits are based on class 2. See Sheet D.3 for detail

Placed riprap ditch, 5' width

20+48 to 20+76 RT, (50 ft long) for roadway width variation

See Sheet C.1 Table 1

Proposed edge of road.

staging alignment construction

Optional Offset= 57.0 RT

Sta.= 20+88

Offset= 57.0 RT

Sta.= 20+82

Offset= 67.0 LT

Sta.= 21+03

Offset= 63 LT

Sta.= 19+57

Slope stake limits

ROADWAY DETAILS

NO SCALE

Vari able

Variable

V ar ie s 1V :1 .2 5H t o 1V :1 .5

20+45 to 21+40 LT

V aries 1V

:1.25H to 1V

:1.5H

21+40 to 22+00 LT

19+55 to 20+45 LT 20+76 to 21+03 RT

D.3

STATE PROJECT

NUMBER

SHEET

e b r u a r y

I n t_ ft m y fi le s p w p r o d u c ti o n d o r b m e d fc .d g n

C h e c k e d b y

D e s ig n e d b y

Ditch invert

Riprap ditch, class 2

RIPRAP DITCH

Proposed road

Proposed channel flowline

RIPRAP EMBANKMENT DETAIL

(riprap embankment)

Placed riprap, class 5, Elev. 1635

Proposed road

Proposed channel flowline

Elev. 1650

RIPRAP EMBANKMENT DETAIL

(riprap embankment)

Placed riprap, class 5, Elev. 1635

Existing ground

Proposed channel flowline

Proposed road

RIPRAP EMBANKMENT DETAIL

See riprap footing detail

See riparap footing detail

See riprap footing detail

(riprap embankment)

Placed riprap,class 5, RIPRAP FOOTING DETAIL

FOOTNOTE:

1 See Sheet D.2 and Sheet I.3 for width info.

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

8000 351851.697 4121325.368 1653.810 42°35'35.392229"N 123°28'17.103757"W 1574.7352 0.99986944 Iron Rod w/2.5" alum cap marked 14117 1.

8001 351742.828 4121271.589 1659.600 42°35'34.298609"N 123°28'17.770676"W 1580.5219 0.99986921 Iron Rod w/2.5" alum cap marked 14118

8003 351844.085 4121208.740 1650.576 42°35'35.276213"N 123°28'18.658442"W 1571.5012 0.9998696 1/2" IR w/WSI CC

8004 351840.289 4121227.282 1650.287 42°35'35.245234"N 123°28'18.408897"W 1571.2122 0.99986961 1/2" IR w/WSI CC

8258 351706.773 4121316.857 1664.827 42°35'33.958534"N 123°28'17.148742"W 1585.7456 0.99986898 Hub and Tack

8263 351911.619 4121031.950 1631.242 42°35'35.880951"N 123°28'21.052617"W 1552.1705 0.99987049 Hub and Tack

PROJECT :Quartz Creek Culvert Repairs DATE OF FIELD WORK : September 2014

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

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric Elevations Based on the NAVD88 GEOID 12a

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\ pw

_p ro du ct io n\ d0

Q ua rt z_ C on tr ol

_S he et .x ls x]

Sh ee t 2-

M ar

-2

M W hi te

S hi el d

In c

H D

S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.4

SHEET

NUMBER

BLM MED 2015(1)OR

SURVEY CONTROL (QCCR)

10.4 x 16 20301 -1900

20701 -0900

25101 -5000

60201 -2500

64703 -6000

64704 -1000

64704 -1600

Station

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

W O

R K G

-C

A C

R A P, C

S S

H P

C U

O N

S H

P A S S A G

E B O

O N

A N

O N

U C

O N

S K

A N

REMARKS

See below for numbered notes

FEET CUYD EACH SQYD CUYD LNFT EACH CUYD CUYD

20+94 26 3000 1 38 115 122 15 390 325 1.5° 1

PROJECT TOTAL 3000 1 38 115 122 15 390 325

NOTE:

1. See Sheet E.2 for culvert design information

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

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

D ra in ag e-

_Q ua rt z C re ek .x ls x]

S he et 3-

M ar

-2

M T.

P ha n

C he ck er

D es ig ne d by

C he ck ed b y:

STATE PROJECT

E.1

SHEET

NUMBER

BLM MED 2015 (1)

BLM ERFO 151-3204OR

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

E.2

NUMBER

SHEET

BLM ERFO 151-3204

BLM MED 2015 (1)

D A

T E

A T h e c k e d b y

N e ig h o r n e s ig n e d b y

PLAN & PROFILE

REPLACEMENT

QUARTZ CREEK CULVERT

SCALE IN FEET

10 0 10 20 30 40

OUTLETINLETPIPEHYDRAULIC INFORMATION

0 20 40 60 8020406080

FOOTNOTE:

RIPRAPHEADWALL:

LENGTH: 122 ft

PIPE SLOPE: 0.070 ft/ft

WALL THICKNESS: 0.138 in

HEADWALL: RIPRAP

FLOWLINE SLOPE: 0.070 ft/ft

BEVEL: STEP, 1.5(h):1(v) BEVEL: STEP, 1.5(h):1(v)

100 120100120140

BANKFULL CHANNEL WIDTH: 8 ft

Flow

Slope 7.0%

SPAN: 12.0 ft riprap end treatment

Placed riprap, class 5, riprap end treatment

Placed riprap, class 5, RISE: 12.0 ft

LOWER BEVEL HEIGHT: 3.0 ft

BURIAL DEPTH: 5.5 ft BURIAL DEPTH: 5.5 ft

LOWER BEVEL HEIGHT: 3.0 ft riprap end treatment

Placed riprap, class 5, Flow

Q : 57.7 CFS

Q : 142 CFS

Q : 159 CFS

INV N/E/EL: 4121279.33/351811.57/1607.45'HW : 1623.46 ft

4121166.52/351858.02/1615.99'INV N/E/EL:

centerline

New culvert

Existing ground

Proposed channel flowline bottom

Construct channel

Proposed channel flowline

Sta. 20+94.33, 56.62 RT

Sta. 20+14.35, 63.76 LT

36" dia. culvert

Remove existing

36" dia. culvert

Remove existing sills. See Sheet E.8

Sediment retention

HW : 1623.64 ft

TYPE: Metal Round Pipe

Rock weir per Sheet E.9 (typ.)

8' (typ.)

See Sheet E.6 for Riprap End Treatment Details.

See Sheet E.9 for placement details.

Rock weirs not shown on this plan view.

NOTE:

fish passage boulders per detail Sheet E.7

Backfill with streambed material and

Proposed roadway

Clearing limits

Cre ek

(See cross sections for info.)

Proposed road grade

MATERIAL: Aluminized, Type 2 Helical

See Sheet D.1 for quantity riprap embankment

Placed riprap, class 5, (See Sheet D.1 for quantity) riprap embankment

Placed riprap, class 5, (see Sheet E.6 for details) Pipe bevel ends (typ.)

1.5° skew pipe culvert

Proposed 12' dia.

Sta. 20+93.19

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

602-1

METAL PIPE CULVERT

" CORRUGATIONS2

1" x 3

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

METAL THICKNESS (INCH/GAGE)

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS3" x 1" CORRUGATIONS" CORRUGATIONS2 1" x 3

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

0.060/160.075/140.105/120.135/100.060/160.075/140.105/120.135/100.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8

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

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

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

3.5

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

3.5

INCHESINCHES INCHESINCHES

INCHESINCHESINCHESINCHESINCHESINCHESINCHESINCHES

Fill heights exceeding 100 feet require

STATE PROJECT

NUMBER

SHEET

E.3

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

N o v e m b e r

U m y fi le s p w p r o d u c ti o n d o r b m e d e c .d g n

BLM ERFO 151-3204

BLM MED 2015(1)

ORMETAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

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

STEEL ALUMINUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

SPAN x RISE

SIZE

PIPE ARCH

SIZE

PIPE ARCH

SPAN x RISE DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

SIZE

PIPE

DIAMETER COVER

MINIMUM

ALUMINUMSTEEL

NO SCALE

of camber or increase the pipe culvert gradient.

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

When directed, camber pipe culverts upward

NOTE:

pavement for both flexible and rigid pavement.

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

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

REVISED: 4/1994 6/2005

602-2

COUPLING BAND

METAL PIPE CULVERT

MINIMUM BAND WIDTH (INCHES)

1 x 2

1 x 3

3 x 1

5 x 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 x 64 to 142 x 91

60 x 46 to 81 x 59

87 x 64 to 142 x 91

60 x 46 to 81 x 59

49 x 33 to 83 x 57

17 x 13 to 42 x 29

10.5

INCHESINCHESINCHES

" for 18" round culvert (21" x 15" pipe arch) or less8

" for 21" round culvert (24" x 18" pipe arch) or more2

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" x 3

2ends rerolled with 2

" corrugations on rerolled pipe ends.2 1" x 3

STATE PROJECT

NUMBER

SHEET

E.4

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

N o v e m b e r

U m y fi le s p w p r o d u c ti o n d o r b m e d e d .d g n

BLM ERFO 151-3204

BLM MED 2015(1)

DIAMETER

ROUND PIPE

SPAN x RISE

PIPE ARCH

BANDS

CORRUGATED

ANNULAR

BANDS

CORRUGATED

HELICALLY

BANDS

CORRUGATED

SEMI-

SIZE

CORRUGATION

underdrain

COUPLING BANDS FOR METAL PIPE CULVERT

NO SCALE

Use annular corrugated bands with pipes having annular corrugations or with helical pipe dimension of the end corrugation in the pipe.

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the

Use helical corrugated bands with pipes having helically corrugated ends.

as the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal

Second angle connection optional Second angle connection optional having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on pipe rerolled with 3" x 1" pipe corrugations.

The minimum band widths shown for 3" x 1" and 5" x 1" corrugated sizes apply to steel, or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

less. Use a matching metal having a nominal thickness of not less than 0.040 inch for

Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or

42" diameter to 42" diameter, required above

42" diameter to 42" diameter, required above steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Stab type joint

Smoother sleeve with center stop.

NOTE:

W W W

Band Band

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

Band Bolts Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge be used.

Highway Bridges, Division II Section 26 may criteria of AASHTO Standard specifications for devices that comply with the joint performance

Other types of coupling bands or fastening specified in the Special Contract Requirements.

Watertight pipe joints are not required unless

3 4 5 of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest strap connector

Bolt, bar and

DRAFT: 10/2014

REVISED: 4/1994 6/2005

602-3

PIPE CULVERT BEDDING

METAL AND PLASTIC

> 54"

12" to 54"

48" and UP

UP to 48" 24" span or 36", STATE PROJECT

NUMBER

SHEET

E.5

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

N o v e m b e r

U m y fi le s p w p r o d u c ti o n d o r b m e d e e .d g n

BLM ERFO 151-3204

BLM MED 2015(1)

LEGEND:

BEDDING DEPTH

MINIMUM SPACING

SPACING

or SPAN

DIAMETER

PIPE SIZE (H) DEPTH

NO SCALE

or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth. Or lean concrete

2'-0" ±

1'-0" ±

2H or 12' (max.)2H or 12' (max.)

18" ±

18" ±18"±

18" (min.)

minimum

1'-0"

"2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.)1

2H or 12' (max.)

(min.)

2H or 12' (max.)

(min.)

2H or 12' (max.) 2H or 12' (max.)

6" in uncompacted depth.

12" (min.), 24" (max.)

"/foot of cover,2

* Reduce to 18" for

See Section 704 for bedding and backfill requirements.

dimension of all pipe arch culverts.

H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.

designed exceeds the elevation of the inlet invert, reduce the curve. If the midpoint elevation on the parabolic curve as to 1% of the pipe length. Develop camber on a parabolic through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

be adjusted to tie into impervious material.

granular material is used for backfill. Width may material at the pipe culvert inlet where

Construct piping plug of impermeable backfill

MULTIPLE PIPE INSTALLATION

PIPING PLUG

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

ON UNSTABLE MATERIAL

NATURAL GROUND

ABOVE AND BELOW

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

Bedding material (uncompacted)

Impermeable backfill material.

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

NOTE:

H H or Span

Diameter or Span

Diameter

Width

(see table)

Minimum spacing

H H

Finished subgrade Finished subgrade

Natural ground section

Metal end

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

Finished subgrade

Roadway embankment

Metal end section

Roadway embankment

Finished subgrade compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material trench excavations

Embankment material placed in layers

Compacted backfill material placed in layers not backfill in accordance with Section 614.

whichever is less fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding depth table

See bedding excavation in trench

Half diameter or

o p la n s w h e r e s h o w n e m b a n k m e n t

E.6

STATE PROJECT

NUMBER

SHEET

J a n u a r y

I n t_ ft m y fi le s p w p r o d u c ti o n d o r b m e d e f.

d g n

C h e c k e d b y

D e s ig n e d b y

PIPE BEVEL DETAILS

RIPRAP HEADWALL &

Sl op e

PIPE BEVEL DETAIL

SKEW ANGLE DIAGRAM

c e n te r li n e

R o a d w a y

Cu lv er t ce nt er lin e

BOP

NOTE:

FOOTNOTE:

EOP

RIPRAP END TREATMENT

Sl op e

FRONT VIEW SIDE VIEW

shown in the plans

Streambed material where shown in the plans

Streambed material where

D o r R o r R is e

D ia m e te r

Variable W2

V a r ia b le R is e

Slope to match pipe bevel per sheet E.2

Placed riprap, class 5

R ip r a p

R ip r a p e n d t r e a tm e n t embankment, beneath and at all sides of placed riprap.

Place earthwork geotextile between riprap and ground or

Contractor to field verify all invert elevations, prior to installation.

NO SCALE

" m in

Skew angle

Earthwork geotextile, type II-C

LOCATION

(ft)

INFILL INFORMATIONAL QUANTITIES

Class C5.5

GRADATION

COBBLE

STREAMBED

(in)

BOULDER DIAMETER

FISH PASSAGE

Quartz Creek 8.0

(ft)

8.0

SEDIMENT RETENTION SILLS)

TREATMENT (WITH

SIMULATED STREAM CULVERT

E.7

STATE PROJECT

NUMBER

SHEET

J a n u a r y

I n t_ ft m y fi le s p w p r o d u c ti o n d o r b m e d e g .d g n

C h e c k e d b y

D e s ig n e d b y

SECTION A-A

PLAN

NOTE:

FOOTNOTE:

Bank stone

Streambed sediment

Streambed cobble

Channel flowline

Streambed sediment

Flow

SECTION B-B

(typ.)

36" min.

or Length on plan sheet

Streambed cobble

Flow

A side and match sediment retention sill spacing

Stagger fish boulders each

Bank stone

Channel flowline boulder

Fish passage

Round pipe culvert wall Streambed top

Round culvert

Culvert wall

Culvert outlet

4' min.

X (typ.)

B u r ia l d e p th

D sill per detail Sheet E.8

Sediment retention

Fish passage boulder

Rock weir per detail Sheet E.9 sill per detail Sheet E.8

Sediment retention

Fish passage boulder detail Sheet E.8

Rock weir per sill per detail Sheet E.8

Sediment retention

Streambed sediment

NO SCALE

See supplemental specifications for material requirements.

18-inches or as specified on plan sheet.

dimension.

smallest 4 3Embed fish passage boulders within active channel sediment where listed in the infill quantities table.

Construct well defined banks with bank stone and streambed parabolic shape.

Slope streambed aggregate towards flowline to ensure

Stagger in-channel fish passage boulder within the culvert span.

streambed cobble, and bank stone gradations.

See supplemental specifications for streambed sediment, Mix streambed cobbles evenly throughout streambed sediment.

1/4

LOCATION (in)

(in)

SEDIMENT RETENTION SILLS

24 96

(no.)

Min.

SRS

1 1/4

15Quartz Creek

(in)

10.2

DETAILS

SEDIMENT RETENTION SILL

METAL PIPE CULVERT

E.8

STATE PROJECT

NUMBER

SHEET

J a n u a r y

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

C h e c k e d b y

D e s ig n e d b y

0.25"

DETAIL

PLATE AND CONNECTOR

NOTE:

Flow

H B

24" typ.

Dimensions without units are inches.

locating SRS in corrugation valleys or away from plate seems.

X dimension may be varied +/- 6 inches as needed for

Apply two coats zinc paint to all welds.

Hot dip galvanized baffles and gussets.

retention sill

Top of sediment (A36 steel plate)

Sediment retention sill (SRS)

Culvert wall

(0.25" A36 steel plate)

Gussetsteel plate)

(0.25" A36

Gusset

Metal round pipe

NO SCALE

CROSS-SECTION

ROUND PIPE

SEDIMENT RETENTION SILLS (SRS)

LOCATION (ft)

(ft)

Quartz Creek (Inside Culvert)

Quartz Creek (Outside Culvert)

4.5

(in)

DIAMETER

FOOTER ROCK

TOP ROCK AND

(no.)

QUANTITY

ROCK WEIR

ROCK WEIR INFORMATION

DETAIL

ROCK WEIR

E.9

STATE PROJECT

NUMBER

SHEET

J a n u a r y

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

d g n

C h e c k e d b y

D e s ig n e d b y

Dimensions not labeled are in inches.

ELEVATION

NOTE:

FOOTNOTE:

PLAN

SECTION A-A

Footer rock channel

Bottom of channel

Bottom of

Top rock

Flow normal low flow

Edge of water

Footer rock water level

Ordinary high streambed material elevation or top of

Original streambed

Top rock

F lo w water level

Ordinary high

Footer rock

Control point

D o w n s tr e a m f r o m c o n tr o l)

B B

NO SCALE

3 4

1 2 1 2

3 4

Align footer rocks flush against bed retention sills inside culvert.

and stable foundation for the top rocks.

Place footer rocks close together to create a tightly packed streambed material.

Fill voids in top rock and footer rock with specified only.3 1Space top rocks in center

Orient top rocks to deflect water towards center of stream.

W3 1 W3

1 W3

F.1

STATE PROJECT

NUMBER

SHEET

S I n t2

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

BLM ERFO 151-3204

BLM MED 2015(1)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b

1620162

16251625

16351635

16401640

16451645

CONTROL PLAN

PERMANENT EROSION

QUARTZ CREEK

F.2

STATE PROJECT

NUMBER

SHEET

e b r u a r y

I n t_ ft m y fi le s p w p r o d u c ti o n d o r b m e d d b .d g n

C h e c k e d b y

D e s ig n e d b y

21+00

LEGEND:

Sediment wattle

Direction of flow arrow

Placed Riprap at culvert

Existing Contour

NOTE:

Existing Culvert

Limits of ordinary high water

Riprap embankment

See Sheet F.5 (typ.)

installation along ditch.

Sediment wattle check dam installation. See Sheet F.4 (typ.)

Sediment wattle slope protection

See Sheet F.6 (typ.)

Slope protection erosion control blanket.

Sediment wattle check dam completed.

areas after slope shaping and finishing operations have been

Apply permanent slope protection on all bare soil and placed topsoil where construction activities have ceased.

Apply soil erosion control mulching w/in 14 days in exposed areas details.

See Sedimentation Wattle Detail drawings for location installation

Sediment wattle lines shown are for illustration only.

SCALE IN FEET

0 20 40 6020

Clearing limits inlet/outlet and ditch

Control Products), Type 4

Temporary RECP (Rolled Erosion

1620162

16251625

16351635

16401640

16451645

CONTROL PLAN

TEMPORARY EROSION

QUARTZ CREEK

F.3

STATE PROJECT

NUMBER

SHEET

J a n u a r y

I n t_ ft m y fi le s p w p r o d u c ti o n d o r b m e d d c .d g n

C h e c k e d b y

D e s ig n e d b y

LEGEND:

Check dam

Sediment wattle

Direction of flow arrow

Existing Contour

NOTE:

Existing Culvert

Limits of ordinary high water

Silt fence

Construct temporary barrier

Ø embankment

Roadway embankment

Roadway

Silt fence. See Sheet F.7 (typ.)

Temporary diversion pipe backflow into natural channel

Construct temporary barrier to prevent

See Sheet F.5 (typ.)

installation along ditch.

Sediment wattle check dam

Temporary culvert backfill Subgrade

Natural ground

Bedding

TEMPORARY DIVERSION PIPE

SECTION

sandbags

Temporary barrier

SCALE IN FEET

0 20 40 6020

Clearing limits (typ.)

Proposed construction access

1% minimum slope piping, 30" dia. minimum

Temporary diversion

Edge of existing road method and sequence.

Modify erosion control plan and devices according to the contractor's staging

Plan presented on this Sheet is illustration for assumed construction staging.

construction for proper drainage.

Coordinate temporary access and temporary diversion piping where construction activities have ceased.

Apply soil erosion control mulching w/in 14 days in exposed areas

SLOPE SPACING

(FT)

SPACING *

ALONG SLOPE

1:2 - 1:1

1:3 - 1:2

1:4 - 1:3

1:4 or flatter

NO SCALE

DETAILS

SEDIMENT WATTLE

BLM ERFO 151-3204

BLM MED 2015(1)

F.4

STATE PROJECT

NUMBER

SHEET

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

G N

M a y

C h e c k e d b y

D e s ig n e d b y

Sediment wattle

Flow

D ire ctio n o f R u n o ff

Stagger Joints (typ.)

Install wattles along contour uphill side of sediment wattle

Place excavated material on

Sediment wattle uphill side of sediment wattle

Place excavated material on

Toe of slope

4' max.

SLOPE PROTECTION INSTALLATION

SEDIMENT WATTLE

joints (typ.)

Tightly abut

D ire c tio n o f R u n o ff

Sediment wattle

Sediment wattleFlowC

NOTE:

12" min.

Slope

SHEET 1 OF 2

Wood stakes. See Note 6

1" x 1" or 1" Ø uphill side of sediment wattle

Place excavated material on

B spacing chart See wattle recommendation manufacturer's or according to

Trench 2" min.

recommendation manufacturer's or according to

Trench 2" min.

recommendation manufacturer's or according to

Trench 2" min.

12" min.

Wood stakes. See Notes 5 & 6

1" x 1" or 1" Ø

Wood stakes. See Note 6

1" x 1" or 1" Ø

SLOPE PROTECTION INSTALLATION

ALTERNATE WATTLE JOINT DETAIL

segment.

stake on either side of the damaged area terminating the wattle crushed or damaged wattle during the installation. Place a

Expose stakes 2" min. above top of wattle. Remove and replace and space stakes at 4' max. Do not crush wattle while staking.

stakes at 6" from wattle end angles towards the adjacent wattle to prevent sediment passing through the field joint. Drive

Abut adjacent wattles tightly or overlap wattles 24" minimum to ensure containment and prevent channeling.

rather than under it. Curve terminal ends of wattles upgrade of wattle to ensure storm water is forced flow through wattle bottom and sides. Compact soil backfill against upstream side

Place sediment wattles in continuous contact with trench trenches.

obstructions to ensure wattles will have direct contact with the to water flow. Remove all rocks, clods, vegetation or other

Construct trenches along the slope contour and perpendicular up the slope per table.

Start the wattle placement at the toe of slope and then space

Table, apply spacing intervals per the steeper slope ratio given.

For slope ratios in between those shown in the Wattle Spacing

Repair any rills or gullies prior to installation.

Pay Lim its

" (m in.)

ove rlap sediment wattle

* Spacing based on 12" Ø min.

WATTLE JOINT DETAIL

SECTION A

STAKE DETAIL

SECTION B

WATTLE LAPPING DETAIL

SECTION C

Flow

PROFILE

CROSS SECTION

GRADE

DITCH

max.

SPACING (S)

SPACING*

ALONG DITCH

NO SCALE

DETAILS

SEDIMENT WATTLE

A B

BLM ERFO 151-3204

BLM MED 2015(1)

F.5

STATE PROJECT

NUMBER

SHEET

B .B a s e .U

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

W o r k d d .c e l

M a y

C h e c k e d b y

D e s ig n e d b y

PLAN

Direction of runoff

Flow direction

INSTALLATION BEYOND TOE OF SLOPE

disturbed areas

Runoff from as specified in plans

T o e o f fi ll s lo p

3' min. or

Existing ground

Sediment wattle

Flow

PLAN

INSTALLATION ALONG DITCH

NOTE:

(FT)

Flow

Flow Line

CROSS SECTION

STAKING DETAIL

SHEET 2 OF 2

above top of wattle

Expose stakes 2" min.

2' max. between stakes

6" min. 6" min.

uphhill side of sediment wattle

Place excavated material on penetration (typ.)

1'-6" min.

Wattle

Flowline

Space check dams the same elevation

"A" and "B" are the distance apart where points between stakes 4' max.

Wooden stake (typ.)

" 4 3" x 4

Wattle flow around the ends

Curve ends upstream to prevent

Fi ll slo pe cut ends or substitue biobags.

For narrow ditches either cut wattles to fit ditch width and close at maximum space as shown.

Do not crush wattle while staking. Drive stakes at each end and

Install check dams in ditches perpendicular to the flowline.

Repair all rills or gullies prior to installation.

sediment wattle

* Spacing based on 12" Ø min.

6''

ROLLED EROSION CONTROL

PRODUCT ON SLOPES

BLM ERFO 151-3204

BLM MED 2015 (1)

F.6

STATE PROJECT

NUMBER

SHEET

S C u s to m a m y fi le s p w p r o d u c ti o n d o r b m e d d f.

d g n .D

G N

M a y

C h e c k e d b y

D e s ig n e d b y

FLOW

PERSPECTIVE VIEW

NOTE:

DETAIL A

ANCHOR TRENCH

AT TOP OF SLOPE

DETAIL B

ANCHOR TRENCH

AT TOE OF SLOPE

DETAIL C

SHINGLE SPLICE

6" x 6" trench

Staple

Erosion control blanket

Blanket edge

Staple (typ.)

Blanket ends

Staple

6" x 6" trench

Slope stake native soil

Compacted

Toe of slope

Compacted native soil blanket control

Erosion m ax c-c

" (m a x.)

c-c

' (m ax.)

c-c

(m ax c-c

4" (min.) edge overlap

S tap le sp acin g

S ee N ote 1

12" spacing

Staples, Pr ev ail in g wi nd

Se e

Not e

Staples, 12" spacing

6" m

in. overlap

Overlap in the direction of the prevailing wind.

Install staples according to the manufacturer's recommendations.

NO SCALE

See Detail A at top of slope.

Anchor trench

Shingle splice. See Detail C

See Detail B

Anchor trench at toe of slope.

Erosion control blanket

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

157-1

SILT FENCE

STATE PROJECT

NUMBER

SHEET

F.7

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

N o v e m b e r

U m y fi le s p w p r o d u c ti o n d o r b m e d d g .d g n

BLM ERFO 151-3204

BLM MED 2015(1)

NO SCALE

6 ft. (max.) spacing without fence support.

10 ft. (max.) spacing with fence support.

m in m in m in min.

6" min. trench

NOTE:

fo s p a c in g

S e e n o te

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

See Note 1

SILT FENCE INSTALLATION IN A DRAINAGE DITCH

Fi ll slo pe around the end of the silt fence prevent water from flowing

Provide sufficient length to

Flow

T o e o f s lo p e

Flow

Limits of clearing

Flow

Support mesh

Backfilled and compacted soil

Steel or wood post

PLAN

ELEVATION

See Note 4 for spacing the ends.

silt fence upgrade to prevent water from running around

Install silt fence along ground contours. Curve ends of 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 when specified on Erosion Control Plan.

Use drainage ditch installation for low flow conditions only

(undisturbed)

Existing ground

Geotextile

QUANTITIES

TABULATION OF

G.1

STATE PROJECT

NUMBER

SHEET

S I n t2

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

BLM ERFO 151-3204

BLM MED 2015(1)

a r c h

C h e c k e d b y

D e s ig n e d b y

NOTE:

information on roadway closure.

actual month and dates of roadway closure. See Subsection 156.03 for more

Fabricade and install reference signs with MMM DD - MMM DD reflecting

See Sheet G.3 for reference sign.

R o a d

BEGIN PROJECT

END PROJECT

NOTE:

CLOSED

ROAD

AHEAD

W20-3

CLOSED

ROAD

1000 FT

CLOSED

ROAD

500 FT

REF-1

Q ua rt z

C r e e k BLM Rd 35-6-8

ROAD CLOSURE PLAN

TRAFFIC CONTROL

TEMPORARY

23+10.00

Closed 2000 FT

17+75.00

BLM

35-6-8

8-6 -5

CLOSED

ROAD

4 MILES

W20-3

CLOSED

ROAD

2 MILES

W20-3

OR BLM MED 2015(1)

d R o g u H

CLOSED

ROAD

1000 FT

W20-3

REF-2

REF-3

G.2

STATE PROJECT

NUMBER

SHEET

a r c h

S I n t2

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

C h e c k e d b y

D e s ig n e d b y

SCALE IN MILES

1 0 2

Quarry

Hog Creek for details See Sheet G.2 Road Closed, for details

See Sheet G.3

Road closed, BLM 34-6-19.2

BLM 34-6-30

for details See Sheet G.3 Road closed, Replacement Culvert Creek Quartz

Culvert Quartz Creek

R11-2

ROAD

CLOSED

TYPE 3 BARRICADE

8 FT

REF-1

BLM Rd 35-6-8

3'-6"

31/2"

4"C

31/2"

R=13/8"

TH=03/4"

IN=01/2"

BORDER

ROAD CLOSURE DETAIL

TRAFFIC CONTROL

TEMPORARY

NOTE:

5. Conform with the current M.U.T.C.D edition on all signing.

4. Use standard alphabet sizes, letter series C.

3. Sign colors are orange background with black legend and border.

2. Mount signs on wood posts. See standard 635-14.

1. Adjust location to match field conditions as approved by CO.

NO SCALE

500 FT

CLOSED

ROAD

1000 FT

CLOSED

ROAD

W20-3

Closed 2000 FT

ROAD

CLOSED

ROAD

CLOSED

4'-0"

3" 4"C 3" 4"C 3" 4"B 3"

REF-2

4'-0"

4" 4"B 4"1

REF-3

G.3

STATE PROJECT

NUMBER

SHEET

a r c h

S I n t2

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

C h e c k e d b y

D e s ig n e d b y to front of barricade

Mount supplemental signs

C r e e k C u lv e r t

Q u a tz

T F

See detail this sheet Type 3 barricade

Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

50 - 65

20 - 50

10 - 20

6 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)

1.5

(SQFT)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

635-14

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

STATE PROJECT

NUMBER

SHEET

G.4

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

N o v e m b e r

U m y fi le s p w p r o d u c ti o n d o r b m e d n d .d g n

BLM ERFO 151-3204

BLM MED 2015(1)

NO SCALE

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

TEMPORARY TRAFFIC CONTROL

WOOD POSTS

SIGN INSTALLATION

200' m in m in

6' - 12'

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

6" x 6" or larger.

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

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

Post

See table for hole size parallel to sign face.

Field drill holes through post

Local tangent

Bottom of sign panel

0.75X

Y D

0.2X

0.6X

0.2X

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

See post detail (typ.)

Break-away holes.

S e e N o te

by the CO.

State standards may be used as an alternative if approved

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

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

Long side of post

90°

93°

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

TYPICAL SECTION

Varies Va rie s

Varies

Varies Va rie s

18'

Va rie s

QUARTZ CREEK CULVERTS

18'

Va rie s

QUARTZ CREEK CULVERTS

44+00.00 to 46+00.00

APPROACH ROAD TYPICAL

35+20.00 to 38+20.00

MAINLINE TYPICAL

2.5%2.5%

H.1

STATE PROJECT

NUMBER

SHEET

a r c h

S I n t2

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

C h e c k e d b y

D e s ig n e d b y

NO SCALE

FOOTNOTE:

Traveled way

Existing ground

8-inch compacted depth grading C,base course, Roadway aggregate, method 2, Traveled way

Existing ground

surface course, 4-inch compacted depth

Roadway aggregate, method 2, 8-inch compacted depth grading C,base course, Roadway aggregate, method 2, 1 1

Profile grade

3-inch compacted depth

Minor hot asphalt concrete

1 1

Profile grade

Width may vary to match with existing roadway width.

allowed is 1:1.5.

Construct slope to match with existing topography. Steepest slope material placement.

Submit cross slope info. to the CO for approval before final where superelevation is needed to match with existing road.

Construct cross slope at normal crown of 2.5% as shown except

I.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r e b fa .d g n

BLM ERFO 151-3204

BLM MED 2015 (1)

a r c h

C h e c k e d b y

D e s ig n e d b

P C

P T

P C

P T

POT 4

00.

PC 44+20.20

PT 44+63.40

48" C M P

-1.0317%

430' VC

K = 26

50' VC

K = 28 + .1

Curve= C4

R= 155.00'

T= 53.17'

15105

R= 110.00'

T= 21.88'

L= 43.20'

Curve= C400

T= 44.91'

R= 300.00'

Curve= C5

L= 89.17'

L= 102.45'

CUYD

EXC.

CUYD

EMB.

38+0037+00 36+0035+0034+00

1348 1372

I.2

STATE PROJECT

BLM ERFO 251-3204

BLM MED 2015(1)

M a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d o r e b fb .d g

C h e c k e d b y

D e s ig n e d b y

Existing ground Existing ground

Profile grade

Quartz Creek Culvert, mainline

Line to be constructed see Sheet I.3

Approach road

END WORK

BEGIN WORK

(Mainline) 38+20.00

QUARTZ CREEK CULVERT

(Mainline) 35+20.00

QUARTZ CREEK CULVERT

see Section J

Place riprap, class 5 and wingwall see Section J

Construct headwall

Clearing/construction limit

Clearing/construction limits pavement elevation

Pave to match existing pavement vertically.

Saw cut existing pavement elevation

Pave to match existing pavement vertically.

Saw cut existing

El= 1386.82

E= 4122704.50

N= 349,299.50

El= 1386.82

E= 4122704.50

N= 349,299.50

I n s ta ll c u lv e r t, S e e S h e e t J .2 f o r d e ta il s

R e m o v e e x is ti n g p ip e c u lv e r t

NOTE:

roadway profile to match with existing roadway elevation

Design profile provided is for illustration purpose. Construct

Remove pipe culvert see Sheet J.2

33.5° skew

Install culvert

36+32.77

0 15 30 4515

P T

P O

POT

+00 .0

PC 44+20.20

P T

P C

P T

5 PT 45+

80.12

P C

Due South

70 1

-4.6252%

192' VC

K = 10

CUYD

EXC.

CUYD

EMB.

45+0044+00

1366 1366

46+00

Curve= C400 D

R= 110.00' T= 21.88'

L= 43.20'

Curve= C402

R= 45.00'

T= 28.73'

L= 51.14' Curve= C401

R= 50.00'

T= 10.98'

L= 21.62'

L= 89.17' T= 44.91'

R= 300.00'

Curve= C5

15104

I.3

STATE PROJECT

BLM MED 2015(1)

a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d o r e b fc .d g

C h e c k e d b y

D e s ig n e d b y

S e e S h e e t J .3 f o r d e ta il s

I n s ta ll c u lv e r t

R e m o v e e x is ti n g c u lv e r t

Profile grade

Existing ground

ERFO Approach Road

BEGIN WORK

(Approach road) 44+09.00

QUARTZ CREEK CULVERTS

(Approach road) 46+00.00

QUARTZ CREEK CULVERTS

END WORK

class 5 see Section J

Placed riprap mainline See Sheet I.2

Quartz Creek Culverts

Line to be constructed

Remove existing culvert

See Sheet D.2

(riprap ditch) 3' width, 28' long

Placed riprap class 2

See Sheet D.2

(riprap ditch) 5' width, 70' long

Placed riprap class 2

Clearing/construction limits

El= 1383.13

E= 4122798.82

N= 349,107.23

El= 1377.37

E= 4122706.12

N= 349,224.57

See Sheet J.3

3.5° skew

Install culvert.

45+19.25 roadway profile to match with existing roadway elevation

Design profile provided is for illustration purpose. Construct1.

NOTE:

0 15 30 4515

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

15101 350182.759 4123273.356 1541.295 42°35'19.597890"N 123°27'50.286576"W 1462.1611 0.99987558 5/8" IR w/FHWA alum Cap 1.

15102 350039.865 4123096.259 1536.036 42°35'18.125300"N 123°27'52.585044"W 1456.8956 0.9998759 5/8" IR w/FHWA alum Cap

15103 349891.960 4122937.226 1505.626 42°35'16.609545"N 123°27'54.639772"W 1426.479 0.99987743 5/8" IR w/FHWA alum Cap

15104 349313.714 4122681.751 1391.316 42°35'10.811630"N 123°27'57.779236"W 1312.1428 0.99988318 5/8" IR w/FHWA alum Cap

15105 349066.176 4122711.483 1356.772…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.