NV FLAP 39(1) Plans FINAL.pdf

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT

Date: 2021.04.20 11:04:59 -06'00'

Sheet and Description

B4 B5 B6 B7

DRAINAGE

SUMMARY

GRADING AND

SURFACING

SUMMARIES

SIGNAGE

SUMMARY

MISCELLANEOUS

SUMMARIES ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 31 31

A0060 15215-5000 SURVEY AND STAKING, BOX CULVERT EACH 1 1

A0080 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 1

A0100 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 0.810

A0120 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 1.620

A0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0160 15401-0000 CONTRACTOR TESTING LPSM ALL

A0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0200 15701-0000 SOIL EROSION CONTROL (EROSION CONTROL) LPSM ALL

A0220 15701-0000 SOIL EROSION CONTROL (NON-STORMWATER CONTROL) LPSM ALL

A0240 15701-0000 SOIL EROSION CONTROL (SEDIMENT CONTROL) LPSM ALL

A0260 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0280 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0300 20101-0000 CLEARING AND GRUBBING ACRE 5.6

A0320 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL

A0340 20401-0000 ROADWAY EXCAVATION CUYD 19,197 903 20,100

A0360 20402-0000 SUBEXCAVATION CUYD 500 As directed by CO

A0380 20441-0000 WASTE CUYD 1,197 58 1,255

A0400 20820-0000 DEWATERING LPSM ALL

A0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 33 2 35

A0440 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 45 5 50

A0460 25126-0000 REMOVE AND RESET BOULDER EACH 1 Station 126+13, Rt.

A0480 30111-1000 AGGREGATE SURFACE COURSE, 4-INCH DEPTH SQYD 568 28 596

A0500 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,891 189 4,080

A0520 30401-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH MILE 0.720 0.040 0.760

A0540 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 3,430 170 3,600

A0560 40601-0000 FOG SEAL TON 5 1 6

A0580 41102-0000 PRIME COAT SQYD 12,422 378 12,800

A0600 41105-0000 BLOTTER TON 1 19

A0620 41201-0000 TACK COAT TON 5 1 6

A0640 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH SQYD 119 6 125

A0660 60101-0000 CONCRETE (HEADWALL AND WINGWALLS FOR 6'X4' BOX CULVERT) CUYD 17 1 18

A0680 60103-1960 CONCRETE, HEADWALL FOR 36-INCH EQUIVALENT DIAMETER PIPE

CULVERT EACH 1 1

A0700 60201-0800 24-INCH PIPE CULVERT (HDPE) LNFT 93 5 98

A0720 60201-0800 24-INCH PIPE CULVERT LNFT 93 5 98

A0740 60201-0900 30-INCH PIPE CULVERT (HDPE) LNFT 66 2 68

A0760 60201-1100 42-INCH PIPE CULVERT (HDPE) LNFT 247 13 260

A0780 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 924 46 970 MileStone: 100% Date Completed: 04/20/21 Report Date: 04/20/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A pr

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6:

A

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

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STATE PROJECT

B1NV FLAP 39(1)

KING'S CANYON ROADNV

SHEET

NUMBER

DRAINAGE

SUMMARY

GRADING AND

SURFACING

SUMMARIES

SIGNAGE

SUMMARY

MISCELLANEOUS

SUMMARIES ALLOWANCE Bid

Schedule

A0800 60202-0500 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 32 2 34

A0820 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 48 2 50

A0840 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 5 5

A0860 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 1 1

A0880 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 1 1

A0900 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT EACH 1 1

A0920 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 44 44

A0940 60211-0900 END SECTION FOR 30-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 2 2

A0960 60211-1000 END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 1 1

A0980 60220-1200 6 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT LNFT 44 4 48

A1000 60401-0000 MANHOLE EACH 2 2

A1020 60405-0000 MANHOLE ADJUSTMENT EACH 2

A1040 60901-2300 CURB, ASPHALT, 6-INCH DEPTH LNFT 23 2 25 See approach road 113+26.25

A1060 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 1,796 84 1,880

A1080 61101-0000 WATER SYSTEM LPSM ALL See SCR Section 611 for work

A1100 61108-1000 ADJUST WATER VALVE EACH 2

A1120 61501-0100 SIDEWALK, CONCRETE SQYD 146 9 155

A1140 61504-1000 ACCESSIBILITY RAMP, CONCRETE SQYD 8

A1160 61901-2500 FENCE, SPLIT RAIL, 3 RAIL LNFT 469 31 500

A1180 61902-0900 GATE, METAL EACH 2

A1200 61907-0000 FENCE POST EACH 1 1

A1220 61921-1000 REMOVE AND RESET FENCE LNFT 809 51 860

A1240 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 40

A1260 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A1280 62201-2750 MOTOR GRADER HOUR 40

A1300 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY HOUR 40

A1320 62301-0000 GENERAL LABOR HOUR 40

A1340 62302-0000 SPECIAL LABOR (BIOLOGIST) HOUR 20

A1360 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40

A1380 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

A1400 62407-0000 PLACING CONSERVED TOPSOIL CUYD 2,000

A1420 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 3.8

A1440 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 3.8

A1460 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 7,324 276 7,600 Type 5.B Turf Reinforcement Mat

A1480 63301-0000 SIGN SYSTEM EACH 31 31

A1500 63308-0000 OBJECT MARKER EACH 4 4

-A pr -2

6:

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MileStone: 100% Date Completed: 04/20/21 Report Date: 04/20/21

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2)

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

B2NV FLAP 39(1)

KING'S CANYON ROADNV

DRAINAGE

SUMMARY

GRADING AND

SURFACING

SUMMARIES

SIGNAGE

SUMMARY

MISCELLANEOUS

SUMMARIES ALLOWANCE Bid

Schedule

A1520 63309-0000 DELINEATOR (GUIDE POST) EACH 120

A1540 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 33,734 1,466 35,200

A1560 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 4 4

A1580 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A1600 64603-1000 FIXTURE, VAULT TOILET EACH 1

A1620 64604-3000 FIXTURE, PEDESTRIAN RAILING LNFT 88 4 92

A1640 64605-1000 FIXTURE, KIOSK LPSM ALL Install only. Kiosk provided by Carson City

A1660 64620-0000 REMOVE AND RESET (INFORMATION SIGNS) EACH 1 Existing signage at parking lot

A1680 64620-0400 REMOVE AND RESET MAILBOX EACH 18

A1700 64620-1000 REMOVE AND RESET HISTORIC MARKER EACH 1 Historic monument at parking lot

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6:

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MileStone: 100% Date Completed: 04/20/21 Report Date: 04/20/21

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3)

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

B3NV FLAP 39(1)

KING'S CANYON ROADNV

B4

SUMMARY

DRAINAGE

Note: Use geotextile filter, class I, type E, non-woven. See subsection 714.01(a).

STATE PROJECT

P

M C N

V R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

KING'S CANYON ROAD

NV FLAP 39(1)

B6

SUMMARY

SIGNAGE

STATE PROJECT

P

M C N

V R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

N

120'60'0

Scale in Feet

N '2

W

S16°50'05"E

S '3

E

L = 30.63'

T = 16.11'

R = 40.00'

Δ = 43°52'28" (LT)

PI 503+81.64

L = 35.75' T = 17.90' R = 275.00'

Δ = 07°26'58" (LT)

PI 503+47.68

L = 78.87' T = 39.71' R = 275.00'

Δ = 16°25'58" (LT)

PI 501+93.37

L = 122.66' T = 98.16' R = 60.00'

Δ = 117°07'44" (LT)

PI 501+29.17

59'- 6"

59'-6

'R

5' R

'R

'R

37' -5"

'-8

FOC to FO C20'

'R

40'R

38' -5"

25'-6" 1 '-4

:5

A

M

M a rc h

D

S h e e t]

C N

V \3

(1

R o a d w a y \C

A D

D D e s ig n \O p e n R o a d s \d g n \P

N P

(3

N e w

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LAYOUT

PARKING LOT GEOMETRIC

KING'S CANYON ROAD

STATE PROJECT

NUMBER

SHEET

NV

KING'S CANYON ROAD

D3

EMBANKMENT BENCHING

204-A

STATE PROJECT

NUMBER

SHEET

P

M C N

V R o a d w a y C

A D

D S h e e ts F C .d g n

U s e r t h o m a s .m c c r a r y

F1

NOTE:

2.

1.

EMBANKMENT BENCHING

8' bench height (typ.)

Top of subgrade bench height.

meet 12' minimum bench width and 8' typical

Bench into existing slope as necessary to

1V:3H or flatter.

Benching is not required for ground sloped at

12' (min.)

See Note 2

Proposed em bankm ent slope

Existing ground

Height varies pattern benching

Typical

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

NV

C251-50

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITHOUT DITCH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITH DITCH

AT CULVERT OUTLETS

PLACED RIPRAP

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2'

49.8

38.7

18.5

13.3

5.2

3.2

1.7

44.5

34.1

15.6

10.9

3.9

2.2

2'

38.6

29.9

15.2

10.8

4.5

2.7

1.4

35.6

27.3

13.4

9.3

3.6

0.9

DETAIL APPROVED FOR USE

REVISED: 08/2014

STATE PROJECT

NUMBER

SHEET

P

M C N

V R o a d w a y C

A D

D S h e e ts G C .d g n

U s e r t h o m a s .m c c r a r y

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

G1

NO SCALE

PLAN VIEW PLAN VIEW

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION C-C

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r m in

S p a n

D ia o r

L

A A

B B

PLAN VIEW

Variable slope ground Original

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION B-BSECTION A-A

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r

S p a n

D ia o r m in

Geotextile

Variable slope ground Original m in

L

D D

D

H

H

D D

D

WITHOUT DITCH

PROTECTIVE APRON AT CULVERT OUTLET

WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET

L

C C

C

NOTE:

H

D

Geotextile

SECTION E-ESECTION D-D

Geotextile ground Original m in ditch slope

Match existing

D

H m in ground Original m in

D m in

H ditch slope

Match existing

D D EE

ground

Original

D

D it c h B o tt o m

W id th

D it c h B o tt o m

W id th

D

4D

PLAN VIEW

or flatter

Sloped 1V:2H will not be measured for payment.

3. Excavation for placement of riprap

Subsection 714.01(a).

2. Furnish geotextile conforming to slopes of less than 10%.

1. Use for aprons serving culverts with

D

D D

Flowline

D

D D

(min.)

(min.)

NV

K VALUE TABLE (ft/in)

(Full Depth of existing asphalt pavement)

Saw cut

30 35 40 45 50 55 60 65 70 75

30 32.5 35 37.5 40 42.5 45 47.5 50 52.5

* Use a K Value of 30 for speeds less than 30 MPH.

K

(MPH) *

POSTED SPEED

2 inches x 42.5 ft./in. = 85 feet.

Then the minimum transition length = Effective overlay thickness = 2 inches If the posted speed is 55 MPH Example :

(Minimum transition length=30 feet) obtain the transition length.

Use K*[e1-e2]=T, or K*[d1-d2]=T (whichever applies), to

K value from the Table for the posted speed of the roadway.

(difference between the existing and overlaid elevations) by the obtained by multiplying the effective overlay thickness in inches Provide a transition length in feet that is not less than the value

NOTE :

K1

401-A

PAVEMENT TRANSITIONS

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course

Remove pavement (mill)

NEW PAVEMENT

(Final course)

Asphalt overlay

K Transition length variable (See table)

(Depth equals overlay thickness)

Saw cut

Existing elevation e2

Overlaid elevation e1

(for table e - e = effective overlay thickness)

OVERLAY

STATE PROJECT

P

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V R o a d w a y C

A D

D S h e e ts K s t4 d e ta il .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

501-1

STANDARD APPROVED FOR USE --/----

REVISED: 9/2016

MINOR CONCRETE PAVEMENT

STATE PROJECT

NUMBER

SHEET

R1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

KING'S CANYON ROAD

NV FLAP 39(1)

NV

U

S

N

V R o a d w a y C

A D

D S h e e ts R S td

.d g n

P

M a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

3.

2.

1.

PLAN PLAN

PROFILE PROFILE

REINFORCED MINOR CONCRETE PAVEMENTPLAIN MINOR CONCRETE PAVEMENT

Traffic Traffic

Transverse contraction joint

THICKNESS

PAVEMENT

JOINT SPACING

TRANSVERSE

See Note 2See Note 2

Lap longitudinal and transverse reinforcement not as shown for joints in reinforced pavement.

for joints in plain portland cement concrete pavement

Provide the same type of dowel assemblies and tie bars

Transverse joint

Longitudinal joint

Tie bar

Dowel bar Dowel bar

See Standard 501-2 for joint and joint sealing details.

less than 15 inches.

(in) (ft)

6 ≤ T <12

T < 6

(typ.)

24" ty p typ.

2" clear ty p c le a r ty p c le a r typ.

2" clear welded wire reinforcement or No. 4 bars

Slab reinforcement 4" x 4" - W6 x W6 reinforcement or No. 4 bars

W6 x W6 welded wire

Slab reinforcement 4" x 4" -

T/3 T/3 T/3

501-2

STANDARD APPROVED FOR USE --/----

REVISED: 9/2016

PAVEMENT JOINTS

MINOR CONCRETE

STATE PROJECT

NUMBER

SHEET

R2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

KING'S CANYON ROAD

NV FLAP 39(1)

NV

U

N

V R o a d w a y C

A D

D S h e e ts R S td

.d g n

M a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

9.

8.

7.

6.

5.

4.

3.

2.

1.

PLAIN - TRANSVERSE or LONGITUDINAL

CONTRACTION JOINT CONSTRUCTION JOINT

UNTIED - LONGITUDINAL

UNDOWELED - TRANSVERSE and

CONTRACTION JOINT

DOWELED - TRANSVERSE

CONTRACTION JOINT

TIED - LONGITUDINAL

CONSTRUCTION JOINT

TIED BUTT - LONGITUDINAL

ISOLATION/EXPANSION JOINT

DOWELED - TRANSVERSE TIED BUTT - TRANSVERSE

CONSTRUCTION JOINT

CONSTRUCTION JOINT

DOWEL BUTT - TRANSVERSE

MINOR CONCRETE PAVEMENT JOINT SEALING DETAILS

ISOLATION JOINT CONSTRUCTION JOINT SAWED OR FORMED JOINT

UNDOWELED - LONGITUDINAL

ISOLATION JOINT

T/2

T/2 T/2

T/2T/2

BAR SIZES

THICKNESS (T)

PAVEMENT

TIE BAR DIAMETER

DOWEL BAR

Fixture or structure

T

T

T

TT

T

T

T

T joint filler

Preformed

Joint sealant

Joint sealant

Backer rod

Fixed endGrease free end

T/2

KEYWAY - LONGITUDINAL

CONSTRUCTION JOINT

T/2 piece connectors)

(or approved two-sealing details

See sawed or formed joint joint sealing details

See sawed or formed joint sealing details

See sawed or formed

See isolation joint sealing details

See isolation joint sealing details joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction

T

Dowel cap

See Section 712 for joint material requirements.

factor of 2:1 or as recommended by sealant manufacturer.

silicone sealant is used maintain the width to depth shape

Maintain joint sealant shape factor of 1:1; except when with epoxy resin.

bars and dowels into the existing concrete construction into concrete during placement, drill and anchor the tie

For construction joints, if tie bars and dowels are not set construction joint locations for approval.

longitudinal construction joints sparingly. Submit planned included in the joint layout plan. Use transverse and

Transverse and longitudinal construction joints are not length of the concrete surface.

Use expansion joint material extending the full depth and

Install isolation joints when abutting a fixed structure.

for tie bars.

Deformed reinforcing bars or hook bolts may be used other steel used in the construction of concrete pavement.

Use epoxy-coated material for all tie bars, dowels, and

See Standards 501-1 or 502-1 for reinforcement details.

10 < T ≤ 12

8 < T ≤ 10

T ≤ 8 1

9"9" 9"9"

18"18" 18"18"

9"9" 18"18"

Tie bar @ 30" c-c Tie bar @ 30" c-c

#6

#5

#5

(in) (in)

" keyway2 1T/3 x 1

18"18" Tie bar @ 30" c-c

#8 Tie bar @ 12" c-c

" typ.8 1" typ.8

1" typ.2

Do not place tie bars within 15 inches of transverse joints.

Dowel bar @ 12" c-c Dowel bar @ 12" c-c

Dowel bar @ 12" c-c

P

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D S h e e ts S P P

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U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

KING'S CANYON ROAD

NV FLAP 39(1)

0 10 20 30 40 50 60102030405060

Roadway centerline

5366.22

Profile Grade El.

Sta. 108+66.71 be removed

Existing pipe to

El. 5361.50

Inlet Invert

El. 5366.67

Wingwall A & B

El. 5361.01

Wingwall C &D

El. 5364.18

Wingwall C & D

El. 5359.01

Outlet Invert

(3' depth)

Class 4 riprap

Wingwall B El. 5365.00

Wingwall A El. 5364.50

Headwall (typ.)

Toewall (typ.)

Wingwall A

Wingwall B Wingwall D

Wingwall C

8' (t yp

(typ.)

PLAN

STA. 108+66.71

ELEVATION

Headwalls and wingwalls Lt. & Rt.

Single 6' span x 4' rise x 44' length concrete box culvert

Class 4 riprap

S1

20'10'0

Scale in Feet

1:8

2.00% -2.00%

1:3

Existing ground

5.66%

Pedestrian rail

See 646-A

Install pedestrian rail

108+50 to 108+74

1'

1'

1'

3'

30° 180°

60° haunch (typ.)

8" x 8"

CONCRETE BOX CULVERT TYPICAL SECTION

N.T.S.

8" 6' 8" ty p

9'

Geotextile filter

CL

(1) 3" PVC waterline

(1) 12" Ductile Iron and details.

Public Works. See 611-A for approval by CO and Carson City to provide layout of lowering for

0000, WATER SYSTEM. Contractor paid for according to item 61101-installation of 6'x4' RBC and will be

2. Waterlines need to be lowered for

CULVERT). See 601-A for details.

WINGWALLS FOR 6'X4' BOX

CONCRETE (HEADWALL AND

according to item 60101-0000, will be constructed and paid for

1. Headwalls, toewalls, and wingwalls

NOTES:

See 646-A

Install pedestrian rail

108+68 to 108+81 existing power poles

Protect in place existing power poles

Protect in place

E X I S

T I N

G W

A T

E R L I

E

NV

KING'S CANYON ROAD

NV FLAP 39(1)

601-4

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2016

REVISED:

SMALL PIPE CULVERT

CONCRETE HEADWALL FOR

T1

STATE PROJECT

U

N

V R o a d w a y C

A D

D S h e e ts T T S td

.d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

HEADWALL FOR ELLIPTICAL PIPE

SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE)

Conc. Pipe

H

F

D

C

B

A

HEADWALL FOR CIRCULAR PIPE

DIAMETER OF PIPE CULVERT

C.M. Pipe

Conc. Pipe

F

D

C

B

A

5.

4.

3.

2.

1.

for 1V:1.5H slope, unless otherwise designated by the CO.

Construct headwalls using dimensions shown under values right angles.

Quantities shown are for one headwall with pipe at

FRONT ELEVATION SIDE ELEVATION

D

S

L

A

BD

F

C spacing (all ways)

H

NOTE:

Fi ll S lo p e crushed aggregate

Aggregate base or as directed.

When pipes are on a skew, adapt and lengthen headwalls unless otherwise indicated in the plans or by the CO.

Orient all headwalls parallel to the roadway centerline

(typ.

2"

(typ.)

2" ty p ty p

".4 3Chamfer all exposed corners not rounded to

CUBIC YARDS OF CONCRETE

2.904

5'-8"

13'-0"

5'-4"

0'-9"

3'-7"

3'-6"

2'-0"

1'-0"

68" x 43"

2.969

5'-0"

13'-0"

4'-11"

0'-9"

3'-2"

3'-3"

1'-11"

1'-0"

60" x 38"

2.801

4'-5"

12'-11"

4'-7"

0'-9"

2'-10"

2'-9"

1'-11"

1'-0"

53" x 34"

2.512

4'-1"

12'-1"

4'-5"

0'-9"

2'-8"

2'-8"

1'-11"

1'-0"

49" x 32"

2.101

3'-9"

10'-11"

4'-2"

0'-9"

2'-5"

2'-7"

1'-10"

1'-0"

45" x 29"

1.811

3'-6"

10'-2"

4'-0"

0'-9"

2'-3"

2'-5"

1'-9"

0'-11"

42" x 27"

1.500

3'-2"

9'-2"

3'-9"

0'-9"

2'-0"

2'-4"

1'-8"

0'-10"

38" x 24"

1.236

2'-10"

8'-6"

3'-7"

0'-9"

1'-10"

2'-1"

1'-6"

0'-10"

34" x 22"

0.855

2'-6"

7'-2"

3'-3"

0'-8"

1'-7"

1'-11"

1'-5"

0'-9"

30" x 19"

0.502

1'-11"

5'-5"

2'-10"

0'-8"

1'-2"

1'-8"

1'-2"

0'-8"

23" x 14"

CUBIC YARDS OF CONCRETE

0.257

0.241

3'-8"

2'-0"

0'-6"

1'-0"

1'-2"

0'-9"

0'-6"

6"

0.521

0.492

5'-0"

2'-11"

0'-8"

1'-3"

1'-7"

1'-1"

0'-8"

15"

0.739

0.697

6'-0"

3'-2"

0'-8"

1'-6"

1'-9"

1'-3"

0'-9"

18"

1.398

1.319

8'-0"

3'-9"

0'-9"

2'-0"

2'-2"

1'-6"

0'-11"

21" or 24"

2.198

2.067

10'-0"

4'-3"

0'-9"

2'-6"

2'-6"

1'-9"

1'-0"

27" or 30"

3.145

2.947

12'-0"

4'-9"

0'-9"

3'-0"

2'-9"

2'-0"

1'-0"

33" or 36"

#4 Bars at 9" max.

601-A

WING ELEVATION

b.f. = both faces o.f. = other face f.f. = fill face

Abbreviations:

AND WINGWALLS

HEADWALLS

BOX CULVERT

1'-0"

HEADWALL DETAIL

#4 bars (6 tot.)

#4 @ 12" headwall reinforcement into

Extend longitudinal box H e a d w a ll L e n g th

TOEWALL DETAIL

1'-0"

(6 tot.)

#4 bars

#4 @ 18" toewall reinforcement into

Extend longitudinal box

2 (max.)

c l.

WINGWALL TYPICAL SECTION

8" 0-10

4'-0"

1-7

L

0-8

1'-0" 1'-6"

1'-0" to wall) perpendicular

(measured

H m a x

#4 @ 12"

#5 @ 6"

#5 @ 12"

#4 bars (9 tot.)

#4 @ 12" b.f.

#4 @ 12"

#5 @ 6" recommendations install per manufacturer's

Geocomposite sheet drain

@ 8'-0" (max.) o.c.

slope 2% to drain sheet drain manufacturer.

recommended by

Provide drain grate as material

Limits of backfill

#4 @ 6"

NOTES:

footing) and headwall (above filler between wingwall

" expansion joint2

Finished slope

See Headwall Detail

See Toewall Detail culvert

Concrete box Toewall

Other face of wingwall footing bars splice to longitudinal

2-#4 bars b.f.

longitudinal footing bars

#4 bars splice to footing & toewall bars splice to longitudinal

4-#4 bars

Concrete box culvert

Face of headwall

See Box Culvert Plan and Profile Sheet filler (nail in place)

" expansion joint2

3" cl.

1'-10" min. splice

W ingw all Length

@ 8'-0" (max.) o.c.

R

TYPICAL HEADWALL / WINGWALL PLAN DETAIL

Foundation fill

T2 wingwall typical section.

behind the wingwalls and headwalls. Limits are shown on the

10. Use Backfill material meeting the requirements of subsection 704.03 construction.

9. The contractor is responsible for the stability of the structure during

6'X4' BOX CULVERT).

cost of 60103-0000, CONCRETE (HEADWALL AND WINGWALLS FOR

8. Include geocomposite sheet drains, drain grates, and weepholes in the

7. Clean all construction joints thoroughly before concrete is poured.

coefficient of friction between concrete and soil = 0.65.

surcharge = equivalent height of soil, heq = 2 feet. For sliding, nominal equivalent to a fluid unit weight = 35 lbs. per cubic foot. Live load

Factored bearing resistance, q =5.0 ksf. Lateral earth pressure

AASHTO LRFD Bridge Design Specifications 8th Edition, 2017.

6. Design Data:

28-day compressive strength f'c = 4000 psi.

5. Concrete shall conform to Section 601 in the SCRs, with a minimum the face of any bar of 2", unless shown otherwise on the plans.

M322, Grade 60 deformed. Use a minimum concrete covering to

4. Use reinforcing steel meeting the requirements of AASHTO M31 or shown on the Box Culvert Plan and Profile Sheet.

3. Dimensions, elevations and angles for wingwalls and headwalls are

AND WINGWALLS FOR 6'X4' BOX CULVERT).

shall be included in the unit cost of 60103-0000, CONCRETE (HEADWALL

2. Expansion joint material shall conform to AASHTO M213. Payment

".4

31. Chamfer all exposed concrete corners

STATE PROJECT

A

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P A .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

4.

3.

2.

1.

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

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

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

STEEL ALUMINUM

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

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 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.

NV

KING'S CANYON ROAD

NV FLAP 39(1)

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

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

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

" CORRUGATIONS2

1" x 3

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

METAL 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

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

INCHES

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

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

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

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

T3

STATE PROJECT

N

V R o a d w a y C

A D

D S h e e ts T T S td

.d g n

M a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

2.

1.

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.

DIAMETER

ROUND PIPE

SPAN × RISE

PIPE ARCH

CORRUGATION

W

Band Band

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 of corrugation at heel and toe of angle

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

Bolt, bar and

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as [1]

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the [2] dimension of the end corrugation in the pipe.

[1]COUPLING BANDS FOR METAL PIPE CULVERT

Use annular corrugated bands with pipes having annular corrugations or with helical pipe [3] the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

CORRUGATED

ANNULAR

CORRUGATED

HELICALLY

[4]BANDS

CORRUGATED

SEMI-

[2]SIZE

[3]BANDS [5]BANDS

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W

BoltsBand

WW

NV

KING'S CANYON ROAD

NV FLAP 39(1)

602-2

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

COUPLING BAND

METAL PIPE CULVERT

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on

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

2pipe ends rerolled with 2 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 or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

"2 1" × 3

2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 corrugations on rerolled pipe ends.

diameter, required above 42" diameter

Second angle connection optional to 42" diameter, required above 42" diameter

Second angle connection optional to 42"

T4

STATE PROJECT

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V R o a d w a y C

A D

D S h e e ts T T S td

.d g n

M a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

[6]underdrain

Use helical corrugated bands with pipes having helically corrugated ends.[4]

[5]

[6]

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

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

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

3.

2.

1.

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

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

or SPAN

DIAMETER

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

Finished subgrade Finished subgrade

Natural ground

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

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

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

depth table

See bedding excavation in trench

HH

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

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H whichever is less

Half diameter or

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

NV

KING'S CANYON ROAD

NV FLAP 39(1)

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2017

REVISED: 4/1994 6/2005

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

exceeding 6" compacted depth; or lean concrete

> 54"

12" to 54"

6"

4"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

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

"/foot of cover,2 minimum

1'-0"

T5

STATE PROJECT

N

V R o a d w a y C

A D

D S h e e ts T T S td

.d g n

M a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

2H or 12' (max.)

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

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

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

8.

7.

6.

5.

4.

3.

2.

1.

ROUND OR PIPE ARCH CULVERT

PIPE ARCH CULVERTROUND PIPE CULVERT

OR OUTLET END OF CONCRETE PIPE

CONNECTION TO METAL PIPE

DESIGN C

SECTION A-APLAN

ELEVATION ELEVATION

Slope

Toe plateToe plate riveted or welded connection

For all sizes of round pipe and pipe arch

END SECTIONS FOR ROUND PIPE CULVERT

END SECTIONS FOR PIPE ARCH CULVERT

A (min) B (max) H (min) W (max) Approx.

SLOPE

A (min) B (max) H (min) W (max) Approx.

SLOPE

A

A

PIPE INLET END

CONNECTION TO CONCRETE

DESIGN B

CORRUGATED METAL PIPE

CONNECTION TO ANNULAR

DESIGN A

diameter

Span or

B

L

AWA

End Section

SpanR is e

Di am et er

Toe plate extension

(min. width A+W)

Toe plate extension

Corner plate

(min. width A+W)

Toe plate extension

Corner plate

Reinforced edge

Pipe coupling band shop bolted to

End section

Pipe culvert

Expander lug End section steel or aluminum pipe

Smooth galvanized

Bolted or welded

Threaded rod

Rod holder connector

Flat strap Pipe culvert Pipe culvert

End section End section

Strap bolt

Pivot bolt

H H

Supplement the reinforced edges of end sections for reinforcement bolted or riveted under the center panel seam.

Fabricate multiple piece bodies with lap seams tightly joined type for the pipe culvert specified.

pipe culvert sizes. Coupling bands may be any acceptable

Design C may be used in lieu of design A for all metal match the inside diameter of the concrete pipe culvert.

Fabricate the diameter of the end section of Design B to for manufacturer's standards.

Variations in design and dimensions are permitted to allow end sections.

Warp embankment slopes to match the slope of the flared

Use toe plate extension where shown on the plans.

extensions from the same metal thickness as the panel body.

Fabricate connector section, corner plate and toe plate attached with bolts or rivets.

NV

KING'S CANYON ROAD

NV FLAP 39(1)

602-4

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2007

REVISED: 4/1994 6/2005

METAL END SECTIONS

60" and larger diameter pipe and 66" and larger

" bolts8 3spacing for

35" × 24" thru 66" × 51" pipe arch

For 30" thru 60" round pipe and

17" × 13" thru 28" × 20" pipe arch

For 12" thru 24" round pipe and

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

0.060

112 × 75

103 × 71

95 × 67

87 × 63

83 × 57

81 × 59

77 × 52

73 × 55

71 × 47

66 × 51

64 × 43

60 × 46

57 × 38

49 × 33

42 × 29

35 × 24

28 × 20

24 × 18

21 × 15

17 × 13

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

INCHES

SPAN × RISE

PIPE SIZE METAL THICKNESS

STEEL ALUMINUM

INCHES GAGE INCHES GAGE

INCHES

DIMENSIONS

L (±2")(INCHES)

DIAM.

VALENT

EQUI-

INCHES

DIAMETER

PIPE SIZE

STEEL

METAL THICKNESS

INCHES GAGE

ALUMINUM

INCHES GAGE

INCHES

DIMENSIONS

L (±2") m in

12" (max.) hole lap after expansion

1" Minimum

13" for 30" dia. and over.

culvert less than 30" dia.

7" for concrete pipe

" bolts8 3spacing for m in

12" (max.) hole at 6" centers (max.) or equivalent

" angle4 1" × 2

1" × 22 1equivalent pipe arch provide 2

" bolts8 3flared end section with

" rivets or bolts. Fabricate end section center panels 8 3by

On end section center panels for 66" and larger from 0.138 inch steel or 0.135 inch aluminum.

for 60" and larger diameter pipe and equivalent pipe arch

" stiffener angles 4 1" × 2

1" × 22 1equivalent pipe arch with 2

T6

STATE PROJECT

N

V R o a d w a y C

A D

D S h e e ts T T S td

.d g n

M a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

edge

Reinforced

Pay Limit

Pipe Culvert

P

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

KING'S CANYON ROAD

NV FLAP 39(1)

604-A

MANHOLE

NO SCALE

detail DS-47A

Apopted from NDOT

T7

P

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

KING'S CANYON ROAD

NV FLAP 39(1)

604-B

MANHOLE NOTES

NO SCALE

detail DS-47B

Apopted from NDOT

T8

= 72"

12. Distance from FG cover to cone shall be 18" maximum.

P

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

KING'S CANYON ROAD

NV FLAP 39(1)

T9

604-C

MANHOLE COVER

detail DS-49

Adopted from NDOT

CO

609-A

CURB DETAILS

1:6

Varies

2"

" R2

CURB TAPER

See detail

Curb reveal

12-INCH DEPTH

CONCRETE CURB AND GUTTER,

5"

24"

1:12

1/2" R

6-INCH DEPTH

ASPHALT CURB,

structural section Section for pavement

See Mainline Typical

3" 5" 3"

Tack coat

STA 501+53.67

CURB AT EQUESTRIAN PARKING

502+78.58

1:6 1:6 6"

6"

24"

1" 1/2" R

TOP VIEW

SIDE VIEW

NOTE:

1.

Taper curb at curb openings shown on sheet D1.

super elevated sections.

Adjust gutter slope to match roadway cross slope in

2.

1.

T10

24"

1:12

1/2" R

APPROACH ROAD 108+45.61

12-INCH DEPTH

CONCRETE CURB AND GUTTER,

0.5" 5.5"

STATE PROJECT

A

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P A .d

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

P

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

KING'S CANYON ROAD

NV FLAP 39(1)

611-A

LOWERING DETAILS

WATER MAIN

NO SCALE

CC C-1.2.2

Adopted from

CC C-1.2.3

Adopted from

T11

1.

to verify locations.

Coordinate with the CO and Carson City

Install risers at locations in chart below.

NOTE:

611-B

LOWERING DETAILS

WATER MAIN

NO SCALE

CC C-3.1.8

Adopted from

T12

STATE PROJECT

P

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

1.

NOTE:

2.

CONCRETE SIDEWALK

1:

1:2 min

6"

(max.)

3.

SIDEWALK

thickness for structural section See typical sections

1:55 Maximum slope

4" Concrete sidewalk

3.

Contraction joint (typ.)

back of curb Tooled joint at

Flowline

Back of sidewalk

615-A

CONCRETE SIDEWALK CONTRACTION JOINT LAYOUT

2.

1"

4"

2.SIDEWALK CONTRACTION JOINT

" (Approx.)8 tool or saw cut the joint Form joint with jointing

10' max.

1.

6" Roadway Aggregate, Method 2 see Special 609-A Concrete curb and gutter, T13 determined by the CO.

Slope of sidewalk will be checked with a 2' level at intervals with a jointing tool or saw the joints to a depth of 1" and 1/8" wide.

Place contraction joints at intervals not exceeding 10'. Form the joint material extending the full depth of the concrete surface.

" thick preformed expansion joint2 1and bridges. Use appurtenances such as manholes, utility poles, buildings

Install isolation joints when abutting existing all

EQUESTRIAN TRAIL

4"

1:

1:2 shown in plans

6' Unless otherwise

6" Roadway Aggregate, Method 2 see Special 609-A Concrete curb and gutter, thickness for structural section See typical sections

2%, Max. slope course 4" Aggregate surface

AGGREGATE SIDEWALK

course 4" Aggregate surface

STATE PROJECT

P

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P

A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

Truncated dome

.2

Width of ramp

PLAN

TRUNCATED DOME

SECTION

NO SCALE

NOTE:

615-B

ACCESSIBILITY RAMP

2.35" c-c

0.4"

0.9"

.3 c c

2.35" c-c

(CAST IRON)

WITH TRUNCATED DOMES

DETECTABLE WARNING FIELD

Face of curb

W id th

.2 m in

A

A

Face of curb

PERPENDICULAR CURB ACCESSIBILITY RAMP

RAMP PAY AREA

PERPENDICULAR CURB ACCESSIBILTY

Minimum WidthMinimum Width

6.25'

Minimum

5'-0" 6.25'

.2

M in im u m

Minimum Width

6.25'

Minimum

5'-0"

Minimum Width

6.25'

R a m p L e n g th

FL

pavement

Top of sidewalk

4" Concrete

Ramp Length

SECTION A-Amax.

1:12.5 max.

1:12.5 m a x

.5

R a m p L e n g th

T o p l a n d in g

Method 2

4" Roadway Aggregate, 2'4' (min) 6" m a x max.

1:12.5

.2 m in within ramp is allowed

No back of curb joint within ramp is allowed

No back of curb joint within ramp is allowed

No back of curb joint surface of ramp runs and turning spaces.

the direction of the ramp run. Grade breaks shall not be permitted on the

Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to

The clear width of curb ramp runs and turning spaces shall be 4-feet minimum.

resistant surface on concrete ramp surfaces.

Use a coarse broom finish running perpendicular to the slope to create a slip

The maximum slope on wheelchair ramps will not exceed 1:12.5 (8%).

1:55 (1.8%) in any direction.

The maximum cross slopes of landings and accessible aisles will not exceed

5.

4.

3.

2.

1.

T14

STATE PROJECT

P

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P

B S h e e t1 .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

ELEVATION

STD. EYE BOLT DETAIL

DETAIL ''D''

SECTION A-A

SECTION C-C

REST POST DETAIL

''16

-10 NC-24

Weld

1'-6'' long

Split section of 3'' galv. pipe, VIEW B-B

8" 8"

4"4"

(both sides)

Weld

Lock nut

'' Carriage Bolt8

Countersink

'' Plate2 1'' x 12

1'' x 12

Weld (both sides)

'' x 4'' Plate2

(BOTTOM HANGER)

TOP HANGER)(

Weld

Weld

'' Eye4 3with

1'' x 3'' long Eye Bolt

"2

'' x 4'' Plate2

4"

"4

"4

Weld

4"

"4

1R 1 as shown

Round pipe end '' x 4 Plate2

1'' Dia.

"2 11 "4

"4

Welded metal box metal box

Welded

'' Eye4

Eye Bolt with

1'' x 3'' long

Weld

2"

C L

Std. 4'' Galv. Pipe Cap

'' x 5'' Machine Bolt8

9'-0''8'-0''9'-0''

4'-0''

C GATE AND ROADL

See Detail ''D''

Std. 4'' Galv. Pipe Cap

1'-1''

Iron Pipe

'' Galv.2 1Std. 2

Weld

'' Hole8

CL

CL

Weld ''2

Weld

Std. 4'' Galv. Pipe Cap

Weld

''2

1'-6''

Std. 4'' Galv. Pipe Coupling

Rest Post, 2 req'd.

Weld eye bolts to post

'' Std. link chain2

Weld chain to eye bolt

Weld

Concrete

Std. 4'' Iron Pipe

Std. 4'' Coupling

Gate arm in open position

'' x 2'' Std. Eye Bolts with nuts4

METAL GATE

26-FT

2"

4.

3.

2.

1.

A A

C

C

B B for Eye Bolt

'' x 3' Slot8

NOTES:

thick steel plate, form to fit and weld in place.

-inch8 1-inch dia. x 2

1Close top end of Rest Posts with 4

2B.68.

and white reflectorized stripes at 45° per MUTCD

Gates and posts will be marked alternating red

Concrete (typ.)

1'-0"

REVISED: MARCH 2015

NV

KING'S CANYON ROAD

NV FLAP 39(1)

T15

619-A

Mount rest posts so gate arms swing away from traffic.

61902-0900 Gate, Metal.

See sheet 633-B, Special 5. Sign subidiary to

Mount one ''NO PARKING'' sign on gates as shown.

$25.00 FINE

C.C.M.C 10.24.180

NO PARKING

STATE PROJECT

P

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P A .d

U s e r t h o m a s .m c c r a r y

_ NUMBER

6" min. overlap

4" min. edge overlap

3' max. c-c

6" x 6" trench

12" max. c-c

12" max. c-c

12" max. c-c

3'

Slope stake

6"

6" x 6" trench

6''

See Note 1

Staple Spacing

ON SLOPES

CONTROL PRODUCT

ROLLED EROSION

DETAIL APPROVED FOR USE 01/2011

C629-50

12" spacing

Staple

12" spacing

Staples

STATE PROJECT

NUMBER

SHEET

A

M C N

V R o a d w a y C

A D

D S h e e ts T T C .d g n

U s e r t h o m a s .m c c r a r y

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

ON SLOPES

CONTROL PRODUCT

ROLLED EROSION

T18

FLOW PERSPECTIVE VIEW

Staple

Erosion control blanket

Blanket edge

Staple (typ.)

Blanket ends

NOTE:

Staple

NO SCALE

native soil

Compacted

Toe of slope

Erosion control blanket

Compacted native soil blanket control

Erosion

AT TOP OF SLOPE

ANCHOR TRENCH

DETAIL A

AT TOE OF SLOPE

ANCHOR TRENCH

DETAIL B

SHINGLE SPLICE

DETAIL C

See Detail B at toe of slope

Anchor trench

See Detail C

Shingle splice

See Detail A at top of slope

Anchor trench

2.

1.

Overlap in the direction of the prevailing wind.

recommendations.

Install staples according to the manufacturer's

Se e

Not e

Pr ev ail in g wi nd

STATE PROJECT

A

M C N

V R o a d w a y C

A D

D S h e e ts T T C .d g n

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

3' max. c-c

Staple6" max. c-c

Staple

6" min. edge overlap

12" max. c-c

Staple

6"

6" max. c-c

12'' max. c-c end overlap

6" min.

6"

12" max. c-c

Staple

12'' max. c-c

Staple

See Detail D

Anchor trench

6"

6"

IN CHANNEL

CONTROL PRODUCT

ROLLED EROSION

DETAIL APPROVED FOR USE 01/2011

C629-51

STATE PROJECT

NUMBER

SHEET

A

M C N

V R o a d w a y C

A D

D S h e e ts T T C .d g n

U s e r t h o m a s .m c c r a r y

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

T19

PERSPECTIVE VIEW

NOTE:NOTE:

1.

blanket control

Erosion

FLOW

blanket control

Erosion

Staple

FL

OW blanket control

Erosion

Staple edges

Blanket

(typ.)

Staple ends

Blanket

Erosion control blanket

FLOW

NO SCALE

4.

3.

2.

1.

Compacted native soil native soil

Compacted

See Note 2

INITIAL ANCHOR

DETAIL A

CHECK SLOT

DETAIL B

SHINGLE SPLICE

DETAIL C

ANCHOR TRENCH

DETAIL D

See Detail A

Initial anchor

See Detail B

Check slot

See Detail C

Shingle splice

See Detail D

Anchor trench a V-ditch.

Trapezoidal ditch shown. Similar details for

Roll ends may be spliced in a check slot.

manufacturer's recommendations.

Provide check slots according to the recommendations.

Install staples according to the manufacturer's

See Note 1

Staple Spacing

Compacted native soil

NUMBER

SHEET

NV

T20

633-A

SIGN INSTALLATION

detail C-5.4.1 and C-5.4.2

Adopted from Carson City

NO SCALE

STATE PROJECT

A

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

A

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

KING'S CANYON ROAD

NV FLAP 39(1)

T22

NO SCALE

633-C detail DM-1

Adopted from NDOT

DELINEATOR (GUIDE POST)

4. Provide base for guideposts according to SCR section 633.

40'

30'10'

10'

40'

30'

C634-50

DETAIL APPROVED FOR USE 07/2004

4 4

08/2006

STATE PROJECT

NUMBER

SHEET

A

M C N

V R o a d w a y C

A D

D S h e e ts T T

C .d g n

U s e r t h o m a s .m c c r a r y

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

White edge line center line

Broken yellow

White edge line yellow center line

Broken and solid

White edge line yellow center line

Solid double

White edge line

White edge line yellow center line

Solid double yellow center line

Solid double

PAVEMENT JOINT

AND TOP LIFT

CENTERLINE STRIPING

4" or as required by the state.

REVISED: 08/2014 01/2018

T23

NO SCALE

L w

L w

DETAIL C

Two-way traffic

No passing zone both directions

L w

L w and top lift pavement joint

Striped centerline

Shoulder is applied. See note 2

To be used on curves where curve widening centerline

Staked design

Shoulder is applied. See note 2

To be used on curves where curve widening centerline

Staked design

Shoulder

DETAIL A

Shoulder

DETAIL B

Shoulder w

Staked Centerline and top lift pavement joint

Striped centerline

Staked centerline

CURVE WIDENING ON SIMPLE CURVES (INSIDE)

CURVE WIDENING ON SPIRAL CURVES

CURVE STRIPING DETAIL ON SIMPLE CURVES

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

Two-way traffic

Passing zone both directions

Two-way traffic

No passing zone single lane direction

(Staked)

(Staked)

ON SPIRAL CURVES

STRIPING DETAIL

No Passing Zone

No Passing Zone

Travel way (L)Travel way (L) curve widening (w) guardrail offset shoulder (s) shoulder (s) w/2 shoulder (s)

Travel way (L) curve widening (w/2)

Travel way (L) guardrail offset curve widening (w/2) shoulder (s) s s L

L

Length of curve widening

L L s s s s

L w

L w

L w

L w s s s s

L wLength of curve widening

L L

L L

L w s s w

L w

L w s s s s

Paved ditchPaved ditch

NOTE:

to curve widening on simple curves.

Centerline offset striping is only applicable curve widening.

widths remain constant throughout the widths within the traveled way. Shoulder curve widening to achieve equal lane

Paint centerline striping on curves with ranges and quantities for pavement markings.

See Summary for tables showing station normal edge of shoulder.

way and curve widening, 2" (max.) from the

5. Paint the edgeline striping outside the travel

4.

3.

2.

1.

NV

634-A

SYMBOLS AND WORDS

PAVEMENT MARKINGS

NOTE:

"Standard Highway Signs", current edition.

Ensure all letters, numerals and symbols conform with the 2.

current edition.

"Manual on Uniform Traffic Control Devices" (MUTCD), Place pavement word and symbol markings according to the 1.

T24

.5

.5

14"12"14"

LANE-USE ARROW

THROUGH

STATE PROJECT

A

M C N

V R o a d w a y C

A D

D S h e e ts T T s p a .d

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NV

W8-3

6" solid white stripe

4" double solid yellow stripe

W11-3

Special 1

R2-1

DEER CROSSING sign

Remove existing

Special 1

Special 1

100'50'0

Scale in Feet

Special 1

Delineator (Guide post), typ.

PAVEMENT

ENDS

SPEED

LIMIT

N name signs with street

R1-1

4" double solid yellow stripe

6" solid white stripe

100'50'0

Scale in Feet

Delineator (Guide post), typ.

W11-1 & Special 5 guide post

Remove existing

24" solid white stripe

Special 2

STOP

Copper Springs Ct

Kings Canyon Rd

ON

THE

ROAD

:2

A p r il

T

X

S h e

N V

\3 \R o a d w a y \C

A D

D D e s ig n \O p e n R o a d s \d g n \S

S T

N e w

.d g n

100+00.00 to 113+15.00

SIGNING AND STRIPING SHEET

KING'S CANYON ROAD

STATE PROJECT

NUMBER

SHEET

NV

KING'S CANYON ROAD

T25

S3-1

S3-1

4" double solid yellow stripe

6" solid white stripe

100'50'0

Scale in Feet

Remove existing guide post

Delineator (Guide post), typ.

N

4" double solid yellow stripe

Remove existing sign

6" solid white stripe

Delineator (Guide post), typ.

100'50'0

Scale in Feet

:2

A p r il

T

X

S h e

N V

\3 \R o a d w a y \C

A D

D D e s ig n \O p e n R o a d s \d g n \S

S T

N e w

.d g n

113+15.00 to 127+65.00

SIGNING AND STRIPING SHEET

KING'S CANYON ROAD

STATE PROJECT

NUMBER

SHEET

NV

KING'S CANYON ROAD

T26

6" solid white stripe

4" double solid yellow stripe

100'50'0

Scale in Feet

W11-1 & Special 5

Delineator (Guide post), typ.

ON

THE

ROAD

STOP

STOP

N name signs and street w/ W14-2a

R1-1

6" solid white stripe

4" double solid yellow stripe

Special 3

OM3-R

Delineator (Guide post), typ.

24" solid white stripe 4" double solid yellow stripe

100'50'0

Scale in Feet Highway sign

Remove existing Lincoln

OM3-L

OM3-L OM3-R

Special 3

Highway sign

Remove existing Lincoln

Speed Limit sign

Remove existing

5 1

STOP

Canyon Dr

Kings Canyon Rd

NO OUTLET

LINCOLN

L

HIGHWAY

ROUTE

PIONEER

LINCOLN

L

HIGHWAY

ROUTE

PIONEER

:2

A p r il

T

X

S h e

N V

\3 \R o a d w a y \C

A D

D D e s ig n \O p e n R o a d s \d g n \S

S T

N e w

.d g n

127+65.00 to 142+15.00

SIGNING AND STRIPING SHEET

KING'S CANYON ROAD

STATE PROJECT

NUMBER

SHEET

NV

KING'S CANYON ROAD

T27

R2-1

4" double solid yellow stripe

6" solid white stripe 100'50'0

Scale in Feet

R2-1

Delineator (Guide post), typ.

SPEED

LIMIT

SPEED

LIMIT

:2

A p r il

T

X

S h e

N V

\3 \R o a d w a y \C

A D

D D e s ig n \O p e n R o a d s \d g n \S

S T

N e w

.d g n

142+15.00 to 143+00.0

SIGNING AND STRIPING SHEET

KING'S CANYON ROAD

STATE PROJECT

NUMBER

SHEET

NV

KING'S CANYON ROAD

T28

FIXTURE, KIOSK.

Installation paid for under 64605-1000, City. Install according to SCR 646.

New Information Kiosk provided by Carson

(INFORMATION SIGNS).

64620-0000, REMOVE AND RESET

Remove and reset of signs paid for under removed to Carson City.

USFS. Return all other miscellaneous signs salvage existing kiosk and return to and return to Carson City. Remove and

Remove and salvage existing Map sign

NOTE:

3.

2.

1.

80'40'0

Scale in Feet

R7-7p

R7-8 and

R7-8

W11-7 stripe, typ.

4" solid white

Remove and reset historic monument

See SCR 646

Install Information Kiosk stop bar

24" solid white

R1-1 R6-1L

R5-1

R5-1

Special 4 marking, typ.

Arrow pavement

"Noxious Weed" sign

Remove and reset

Remove existing kiosk

Firefighter's sign

Remove and reset

Remove existing Map sign

RESERVED

PARKING

VAN

ACCESSIBLE

RESERVED

PARKING

N. King's Canyon Rd/Waterfall Rd

STOP

' 9'

5'

9'

ONE WAY

TRAILER

PARKING

ONLY

DO NOT

ENTER

DO NOT

ENTER

:2

A p r il

T

X

S h e

N V

\3 \R o a d w a y \C

A D

D D e s ig n \O p e n R o a d s \d g n \S

S T

N e w

.d g n

PARKING LOT

SIGNING AND STRIPING SHEET

KING'S CANYON ROAD

STATE PROJECT

NUMBER

SHEET

NV

KING'S CANYON ROAD

T29

A

M C N

V R o a d w a y C

A D

D S h e e ts T T S

P A .d

U s e r t h o m a s .m c c r a r y

_…