NV_BLM_10(1)-Plans-Option_X-100_Per_Stamp.pdf

DI

SPRING

U.S. CUSTOMARY

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

D west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

Wattle

Temporary Inlet Protection

Stabilized Construction Entrance

Silt Fence

Sediment Log

EROSION & SEDIMENT CONTROL SYMBOLS

Riprap

Erosion Control Mat

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 1 of 2 jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.

HACPH

gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

abut.A joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment curve delta centerline A2

P

M d e n p w p p w ic s jo b s A S y m R

R C

X .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

STATE PROJECT

NO.

SHEET

U.S. CUSTOMARY

NV NV BLM 10 (1)

36 31

36 31

6 1

ˆ

U.S. CUSTOMARY

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

PROJECT SPECIFIC SYMBOLS

Landscape Area

Boulder

A3

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

UTILITY SYMBOLS

ABBREVIATIONS

Stabilized Construction Exit

VC

SSD

POE

Orig.

NDOT

MUTCD

K

Inv.

In

Grnd.

Ft

Des.

CO.

CMPA

BLM

ADA

Vertical Curve

Stopping Sight Distance

Point of Ending original

Nevada Department of Transportation

Manual on Uniform Traffic Control Devices

K value

Invert inch ground feet design

Contracting Officer

Corrugated Metal Pipe Arch

Bureau of Land Management

Americans with Disabilities Act

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R C

X .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

STATE PROJECT

I

Note: For all SURVEY AND STAKING REQUIREMENTS, refer to the FP14, Section 152.02

PROJECT : Red Rock Loop, Las Vegas, NV

DATE OF FIELD WORK : MARC H 2014

DATE OF FINAL ADJUSTMENT : MARCH 2014

PROJECT UNITS : FEET

COORDINATE SYSTEM : NAD83 (2011); NV E 2701

BASED ON OPUS SOLUTIONS AT ALL STATIONS

IGSOB, EPOCH: 2014.23024

EPOCH DATE : MARCH 26

VERTICAL DATUM : NAVD88 (DIFFERENTIAL LEVELS BASED ON CLARK COUNTY

BENCHMARK 8C1813C41998 NOOT BRASS CAP IN CONCRETE

50' SOUTHEAST OF CENTERLINE OF STATE ROUTE 159 0.8

MILES NORTHEAST OF REDROCK OVERLOOK, NDOT STATION

519+59.49 (ELE=3693.526')

ALL COORDIANTES ARE IN US SURVEY FEET

STATE PLANE COORDINATES GEO COORDINATES

POINT

NORTH EAST ELEVATION LATITUDE LONGITUDE

ELLIPSOID MAPPING

NUMBER HEIGHT ANGLE

3001 26750069.45 703440.31 3699.59 36°7'58. 76423" 115°25'23.65843 3611.11 0°05'39"

3002 26762473.19 692128.64 4585.86 36°10'1.59700' 115°27'41.37579" 4498.97 0°04"18"

3003 26757633.14 684815.29 4445.38 36°9'13.81141" 115°29'10.63484 4356.66 0°03'26"

3004 26741842.59 690813.20 3905.79 3606'37. 58009" 115°27'57.72387 3818.00 0°04'08"

3005 26751653. 39 712791. 72 3497.43 36°8'14.26155" 115°23'29.61206 3408.50 0°06'47"

3006 26749172.86 715229.48 3380.12 36°7'49.68107" 115° 22'59.95273" 3290.96 0°07'04"

3007 26759529. 75 695186.25 4276.97 36°9'32.44747" 115°27'4.13143" 4189.71 0°04'40"

3008 26759546.56 694197.07 4295.32 36°9'32. 626 79" 115° 27'16.19479" 4207.98 0°04'33"

3009 26754799.94 687699.22 4183.13 36°8'45. 76168" 115°28'35.05371 4096.15 0°03'46"

3010 26753726.44 687673.69 4179.09 35°8'35.14522 115°28'35.82949" 4092.02 0°03'46"

Average 0°04'49"

NOTE:

TO PRECISELY CHECK DISTANCES BETWEEN POINTS AS MEASURED ON THE GROUND

�VEY� £

- �A

"I'. ..

i�=7 c1\ . _aJ AS.CJ.;

· . Alo. 1 � �'o�

6 'f/0· l'Z- � jt - /b

INVERSE THE STATE PLANE COORDINATES AND DIVIDE THE COMPUTED DISTANCE BY A

MEAN COMBINED FACTOR OF THE TWO POINTS.

TO COMPUTE GEODETIC AZIMUTHS USE THE FOLLOWING FORMULA

GEODETIC AZIMUTH = GRID AZIMUTH + MAPPING ANGLE

COMBINED JQ6282,GeK

FACTOR STATION

0.99972986 997+41.90

0.99968633 1201+32.33

0.99969259 1361+44.71

0.99971877 NA

0.99974066 NA

0.99974660 NA

0.99970137 1141+56.75

0.99970042 1152+44.66

0.99970525 1432+70.30

0.99970544 1444+28.98

0.99971273

OFFSET

223.87

63.63

-22.92

NA

NA

NA

37.91

-32.88

47.53

-44.04

STATE PROJECT

NV NV BLM 10 (1)

DESCRIPTION

FHWA ALUMINUM CAP STAMPED 3001

FHWA ALUMINUM CAP STAMPED 3002

FHWA ALUMINUM CAP STAMPED 3003

F HWA ALUMINUM CAP STAMPED 3004

FHWA ALUMINUM CAP STAMPED 3005

FHWA ALUMINUM CAP STAMPED 3006

FHWA ALUMINUM CAP STAMPED 3007

FHWA ALUMINUM CAP STAMPED 3008

FHWA ALUMINUM CAP STAMPED 3009

FHWA ALUMINUM CAP STAMPED 3010

U.S. OEPARTMENT OF TRANSPORTATION

FEOERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LAND S HIGHWAY DIVISION

U.S. CUSTOMARY

SURVEY CONTROL

SHEET

A4

P

M d e n p w p p w ic s jo b s A

M a p

R R

C

X .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

STATE PROJECT

Overlook

Point

High

O ak C re ek

6,000'3,000'0

Scale in Feet

1350+00

1000+00

1200+00

1300+00

+00

+00

To La s V eg as

En d o f P roj ect

3 M ile s F rom

Loop

Grand

Potential staging area staging area

Potential

D riv e

S ce n ic L o o p

Area

Overlook Parking

Red Rock Wash

Parking Area

Calico 1 Vista

Parking Area

Calico 2 Vista

Parking Area

Pine Creek Canyon

Parking Area

Ice Box Canyon

Parking Area

Lost Creek staging area)

Kiosk (Potential

Fee Station

Ca ny on R oa d

Re d

Ro ck

Mountain Road

White Rock

Road

Rocky G ap

M oenkopi R oad

Parking Area

Willow Springs

Area

Trailhead Parking

White Rock

Parking Area

Equestrian

White Rock

Parking Area

Sandstone Quarry area

Potential staging

Potential staging area o f

P ro je c t

F ro m E n d

M il e s

L a s V e g a s

T o

Visitor Center

A6

SITE MAP

+00

E 701989.29

N 26750447.50

End Return Route

NV BLM 10 (1)

2127+85.74

E 695125.30

N 26759421.32

Begin Return Route

NV BLM 10 (1)

2000+00.00

R e tu rn R o u te

5.

4.

3.

2.

1.

PLAN (SWPPP) NOTES:

STORMWATER POLLUTION PREVENTION

has been reduced by 50 percent or more.

Sediment must be removed when BMP design capacity the next anticipated storm event, whichever is earlier.

seven days after a stormwater runoff event or prior to

Accumulated sediment in BMPs shall be removed within

Section III.A.12.

General Permit for Construction Activity NVR100000, disturbance activities. Refer to the Nevada Stormwater inspections may apply, such as suspension of land

Plan as necessary. Some exceptions to weekly update or modify the Stormwater Pollution Prevention inches or more. The Contractor or his agent shall weekly, and within 24 hours after any rain event of 0.5 vehicle entrance and exit locations, and all BMPs and equipment that are exposed to precipitation, all disturbed areas, areas used for storage of materials

At a minimum, the Contractor or his agent shall inspect

Activity NVR100000, Section III.A.5.

Nevada Stormwater General Permit for Construction ceased. Some exceptions may apply; refer to the that portion of the site has temporarily or permanently no later than 14 days after the construction activity in installed on disturbed areas as soon as practicable and

Temporary or permanent stabilization practices will be

Vegas Valley Construction Site BMP Guidance Manual.

Project Development and Design Manual and the Las standards specified in the Federal Lands Highway submitted plan does not meet the performance agents due to unforeseen erosion problems or if the practices may be required of the owner and his or her

Additional construction site discharge best management system.

shall be prevented from entering the storm sewer development or construction project. Such materials of construction activities associated with this site

Interior Bureau of Land Management (BLM) as a result the public rights of way of the U.S. Department of the that may have been discharged to, or accumulated in, mud, construction debris, or other potential pollutants authorized agents shall each day remove all sediment, The Owner, Site Developer, Contractor, and/or their

NO SCALE

TYPICAL SECTIONS

ASPHALT CURB

SIDE TREATMENT WITH

See Detail 609-01

4-inch depth

Curb, Asphalt

1:4 8%

6" 2'

1:4

Base Course

4" Aggregate left sides of roadway) applies to both right and aggregate base (Detail

Shoulder up with roadway edge (safety edge)

Construct 30° pavement 30° concrete pavement

Hot asphalt

DETAIL A

A7

S C

H E

D U

L E A

Q

C S

U B

M I T

T A

L M a y

1:4

1:3

1:4

Course, 4" depth

Aggregate Base

Hinge point

2089+76.24 TO 2127+85.74

2031+26.89 TO 2088+73.76

2005+75.00 TO 2030+23.11

2000+00.00 TO 2004+75.00

RETURN ROUTE

PROPOSED TYPICAL SECTION

first asphalt lift)

(applied prior to

Prime Coat

12'

Traveled Way

Varies

12'

14.5' Subgrade

Topsoil

14.5' Subgrade

6'

6'

Clear Zone Clear Zone

Shldr asphalt lifts)

(applied between

Tack Coat pavement)

(top of

Profile grade

3Shldr

1:4

1:3

Course, 4" depth

Aggregate Base

Hinge point first asphalt lift)

(applied prior to

Prime Coat

12'

Varies

Topsoil

14.5' Subgrade and Seeding Limits

6'

Clear Zone asphalt lifts)

(applied between

Tack Coat pavement)

(top of

Profile grade

3Shldr Pullout AreaTraveled Way

Varies 14.5' - 39.5' Subgrade

2088+73.76 TO 2089+76.24

2030+23.11 TO 2031+26.89

2004+75.00 TO 2005+75.00

RETURN ROUTE

WITH PULLOUT AREA

PROPOSED TYPICAL SECTION

Concrete Pavement

3" Asphalt

Concrete Pavement

3" Asphalt

2%

2%

6'12'6'

Side Treatment or Asphalt Curb

See Detail A

1:4

1:3 Hinge point

1:3 Hinge point

Side Treatment or Asphalt Curb

See Detail A

10' and Seeding Limits

6' 12' 6' Varies 0'-25'

3Shldr

10'

Clearing and Construction Limits

Existing ground

F=1.5' 0.6'

B=1.5'

1:3

10'

Existing ground

F=1.5' 0.6'

B=1.5'

1:3

10'

Topsoil and Seeding Limits

6'

Slope stake limit

Varies cross sections for elevations.

for special ditch locations and

See plan and profile sheets

Varies limit stake

Slope

Clearing and Construction Limits

Topsoil and Seeding Limits cross sections for elevations.

for special ditch locations and

See plan and profile sheets

See plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

Min. superelevation 2% grade

Profile superelevation

Pivot point for

8% Max. superele vation

Location

LENGTH OF PROJECT

TOTAL (mi)

TOTALS (ft)

Station to Station Option X

Return Route 2000+00.00 to 2127+85.74 12,786

Roadway (ft)

2.42

12,786

NOTES: (for all typical sections) access only.

use this area for temporary construction topsoil within the 10’ wide area and shall only

The contractor shall not remove vegetation or flaggers for 2-way traffic.

procedures using one lane traffic control with

See Detail 635-6 for temporary traffic control requirements.

time. See specifications for additional

635-6 and apply it to paving 12' of width at a

Drive and Rocky Gap Road paving see Detail

For temporary traffic control for Scenic Loop

Route see Detail 635-10.

For temporary traffic control for the Return markings are proposed here.

Shoulders are assumed. No pavement terrain, not to exceed 1:2.

Cut and fill slopes vary to match existing height.

the B and F dimensions to the actual cut slopes. For cut heights less than B, reduce

Round all earth slopes and all rippable rock

7.

6.

5.

4.

3.

2.

1.

P

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T y p

R R

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

STATE PROJECT

Sheet and Description

B5 B4 B4, B8 B8 B6-B7 B8 S Series

Grading Surfacing Misc. Striping Drainage Traffic Control Structures Total Plan

Quantity ALLOWANCE Bid Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

X0060 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE MILE 2.420 2.420 2.420

X0080 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 11 1 12 12

X0100 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES MILE 4.840 4.840 4.840

X0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0140 15401-0000 CONTRACTOR TESTING LPSM ALL

X0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0180 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 270 270 10 280

X0200 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 14 14 14

X0220 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 3 3 1 4

X0240 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 2 2 1 3

X0260 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0280 20101-0000 CLEARING AND GRUBBING ACRE 24.1 24.1 0.8 24.8

X0300 20420-0000 EMBANKMENT CONSTRUCTION CUYD 32,370 32,370 1,630 34,000

X0320 20801-0000 STRUCTURE EXCAVATION CUYD 374 374 374 Contract Quantity

X0340 20803-0000 STRUCTURAL BACKFILL CUYD 411 411 411 Contract Quantity

X0360 25101-2200 PLACED RIPRAP, METHOD B,

CLASS 2 CUYD 2,316 2,316 234 2,550

X0380 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 322 322 28 350

X0400 25101-2400 PLACED RIPRAP, METHOD B,

CLASS 4 CUYD 145 145 5 150

X0420 25125-0000 BOULDER EACH 114 114 114

X0440 30803-0000 RECYCLED AGGREGATE BASE TON 8,411 8,411 489 8,900

X0460 40201-2600 ASPHALT CONCRETE PAVEMENT,

HVEEM MIX, CLASS B TON 6,809 6,809 691 7,500

X0480 40205-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 68 68 7 75

X0500 41102-1000 PRIME COAT, METHOD 1 SQYD 34,734 34,734 2,266 37,000

X0520 41105-0000 BLOTTER TON 256 256 44 300

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

-J un -2

:5

A M c:

\p w _w or kd ir \d en

1\ hm or to n\ d0

0%

_R R C 1_

Es tim at e_

O pt io nX

_C

FL

_F or m at

_M od ifi ed

.x ls x] S he et

STATE PROJECT

B1NV BLM 10(1)NV

SHEET

NUMBER

NPS PMIS No. 136047 NPS Drwg No. 101/1168934

Grading Surfacing Misc. Striping Drainage Traffic Control Structures Total Plan

Quantity ALLOWANCE Bid Schedule

X0540 41201-0000 TACK COAT TON 15 15 5 20

X0560 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 191 191 191

X0580 55401-1000 REINFORCING STEEL LB 26,500 26,500 26,500 Contract Quantity

X0600 56302-1000 PAINTING, CONCRETE STRUCTURE SQFT 1,404 1,404 96 1,500

X0620 60103-0240 CONCRETE, HEADWALL FOR

54-INCH PIPE CULVERT EACH 4 4 4

X0640 60201-0900 30-INCH PIPE CULVERT LNFT 103 103 7 110

X0660 60201-1000 36-INCH PIPE CULVERT LNFT 57 57 3 60

X0680 60201-1100 42-INCH PIPE CULVERT LNFT 68 68 2 70

X0700 60201-1300 54-INCH PIPE CULVERT LNFT 158 158 7 165

X0720 60202-0700 42-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 36 36 4 40

X0740 60210-0900 END SECTION FOR 30-INCH PIPE

CULVERT EACH 4 4 4

X0760 60210-1000 END SECTION FOR 36-INCH PIPE

CULVERT EACH 2 2 2

X0780 60210-1100 END SECTION FOR 42-INCH PIPE

CULVERT EACH 2 2 2

X0800 60211-1100 END SECTION FOR 42-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 2 2 2

X0820 60601-0000 SPILLWAY ASSEMBLY EACH 3 3 3

X0840 60901-2100 CURB, ASPHALT, 4-INCH DEPTH LNFT 515 515 85 600

X0860 61901-3300 FENCE, TORTOISE BARRIER LNFT 27,196 27,196 1,404 28,600

X0880 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 80 80 80

X0900 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 80 80 80

X0920 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 80 80 80

X0940 62201-3000 HYDRAULIC EXCAVATOR HOUR 80 80 80

X0960 62301-0000 GENERAL LABOR HOUR 160 160 160

X0980 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 160 160 160

X1000 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 80 80 80

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

-J un -2

:5

A M c:

\p w _w or kd ir \d en

1\ hm or to n\ d0

0%

_R R C 1_

Es tim at e_

O pt io nX

_C

FL

_F or m at

_M od ifi ed

.x ls x] S he et

2) SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B2NV BLM 10(1)NV

SHEET

NUMBER

Grading Surfacing Misc. Striping Drainage Traffic Control Structures Total Plan

Quantity ALLOWANCE Bid Schedule

X1020 62405-0200 PLACING CONSERVED TOPSOIL,

3-INCH DEPTH SQYD 50,336 50,336 2,520 52,856

X1040 62510-1000 SEEDING, DRY METHOD ACRE 10.4 10.4 0.6 11.0

X1060 62515-1000 MULCHING, DRY METHOD ACRE 10.4 10.4 0.6 11.0

X1080 63302-0000 SIGN SYSTEM SQFT 49 49 6 55

X1100 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

-J un -2

:5

A M c:

\p w _w or kd ir \d en

1\ hm or to n\ d0

0%

_R R C 1_

Es tim at e_

O pt io nX

_C

FL

_F or m at

_M od ifi ed

.x ls x] S he et

3) SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B3NV BLM 10(1)NV

SHEET

NUMBER

E1

P

M d e n p w p p w ic s jo b s E

C

R R

C

X .d g n

U s e r D

E N

P W

P

STATE PROJECT

NO.

SHEET

NV NV BLM 10 (1)

DROP INLET PROTECTION (TYPE C)

PREFABRICATED FILTER INSERT

Back of curb

Face of curb

1-bag high

Spillway

PLAN VIEW - INLET AT SAG

high

1-bag

Spillway

B

B

SECTION A-A

Drop inlet grate

PLAN VIEW - INLET ON GRADE

Flow

Face of curb

Back of curb

Flow

1-bag high

Spillway basin

Catch

SECTION B-B

onto curb bags overlap

Gravel filled

A

A Drop inlet grate

PLAN

Drop inlet

DROP INLET PROTECTION (TYPE B)

GRAVEL BAG BERM

Flow

(stacked tightly)

Gravel filled bags

Spillway (beyond)

Drop inlet

Flow Flow

Drop inlet grate

See Note 5

2-bags high

Gravel filled bags

See Note 5

2-bags high

Gravel filled bags

Accumulated sediment

Accumulated sediment

Drop inlet grate

Expansion restraint

Prefabricated filter insert

Dump straps (2 each)

Lifting loops (2 each)

Drop inlet

Fiber roll

Fiber roll in full contact with the ground

DROP INLET PROTECTION (TYPE A)

FIBER ROLL

PROTECTION

TEMPORARY INLET

NO SCALE

Sheet 1 of 2

C157-51

NOTE:

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

5.

4.

3.

2.

1.

DETAIL APPROVED FOR USE

REVISED: 08/2014

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

9" ø min. fiber roll

3" in diameter.

with clean, silt-free coarse aggregate between 2" and bags. Cover geotextile fabric to the top of the fabric geotextile fabric a minimum of 18" upstream of the the next layer of bags on top of it. Extend the to the spillway elevation. Anchor the fabric by placing face of the bags. Place fabric over the top of the bags geotextile filter, class 2, type C along the upstream bags. Where tight fit is unachievable, install ensure no sediment flows between or underneath the

Pack gravel filled bags tightly together end to end to of curb minus 1".

Maximum top of gravel bag spillway elevation = Top

12" x 18".

Approximate finished dimension of gravel bags is soil.

on center. Drive stakes 12" (min.) into undisturbed

Install fiber roll with stakes spaced no more than 24" as approved by the CO.

Select the inlet protection device to fit field conditions

E2

P

M d e n p w p p w ic s jo b s E

C

R R

C

X .d g n

U s e r D

E N

P W

P

STATE PROJECT

NO.

SHEET

NV NV BLM 10 (1)

SECTION C-C

Overflow water

Filtered

DROP INLET PROTECTION (TYPE D1)

BLOCK AND GRAVEL

E

E

SECTION E-E

Curb and gutter

Filtered water

Accumulated sediment

Curb inlet See Note 2 Inlet protection device

PLAN

See Note 1

Wire mesh

Drop inlet with grate

Filtered water

Sediment laden runoff

Accumulated sediment

Curb inlet

Curb inlet

Sediment laden runoff

Accumulated sediment

Overflow

Curb inlet

SECTION D-D

D

D

CURB INLET PROTECTION (TYPE D2)

BLOCK AND GRAVEL

See Note 1

Gravel filter

See Note 1

Wire mesh

CURB INLET PROTECTION (TYPE E)

INLET PROTECTION DEVICE

CC

Wire mesh

See Note 2 Inlet protection device

See Note 1

Gravel filter

Wire mesh

PROTECTION

TEMPORARY INLET

NO SCALE

Sheet 2 of 2

C157-51

NOTE:

3.

2.

1.

Dimensions may vary to fit field conditions.

to manufacturer's recommendations.

prefabricated filter material. Install device according continuous filter tubing filled with gravel or other

Inlet protection device (Type E) may consist of

Use wire mesh with 1/2" x 1/2" openings.

coarse aggregate between 2" and 3" in diameter.

For Type D1 and D2 gravel filter, use clean, silt-free

8" x 8" x 16" (nominal)

Concrete masonry unit

9"

8" x 8" x 16" (nominal) Concrete masonry unit

16"

2"

18"

12" min.

12" min.

2" x 2" (nominal) wood frame used to retain concrete blocks

2" x 4" (nominal) wood stud

DETAIL APPROVED FOR USE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

E3

P

M d e n p w p p w ic s jo b s E

C

R R

C

X .d g n

U s e r D

E N

P W

P

STATE PROJECT

NO.

SHEET

NV NV BLM 10 (1)

CHECK DAM

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

6"

6''

(ft) (ft)

12" (min.)

DETAILDETAIL APPROVED FOR USE 01/2011

C157-53

NOTE:

(ft)

12'' (typ.)

6'' min

6" min.

16" min

Trench 2" min.

steeper than 5%.

log check dams on ditch grades sediment log. Do not use sediment

* Spacing calculated based on 9" Ø min

12" (min.)

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

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

Drive stakes into undisturbed soil of trench bottom 16" (min).

2' (max) spacing.

Drive stakes at each end of the fiber roll and at

Stake fiber rolls in place with 1?" x 1?" wood stakes.

Install check dams in ditches perpendicular to the flowline.

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

requirements of the check dam device.

may be used as approved by the CO, to meet the functional

Check dams of fiber rolls, riprap, or gravel bags

9" Ø min.

Fiber roll

Trench 2" min.

6%

5%

4%

3%

2%

RIPRAP CHECK DAM

CROSS SECTION

PLAN

NO SCALE

Flow

Flow

Se e

Not e

GRADE

DITCH

6%

5%

4%

3%

2%

CROSS SECTION CROSS SECTION

V-DITCH

Class 1 riprap on ditch grades steeper than 6%

* Do not use gravel bag check dams

GRAVEL BAG CHECK DAM

See Note 6 the ends to prevent flow around

Curve ends upstream similar for flat-bottom ditches.

Check dam installation details are

V-ditch design shown.

5%

4%

3%

2%

See Note 5

Flow Line Class 1 riprap

Gravel bag

STAKING DETAIL

FIBER ROLL

uphill side of fiber roll

Place excavated material on

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

(See Note 7)

CHECK DAM SPACING

RIPRAP

FIBER ROLL CHECK DAM

CROSS SECTION

FLAT-BOTTOM DITCH

SPACING (max.)

CHECK DAM

SPACING (max.)

CHECK DAM

SPACING (max.)

CHECK DAM

GRADE

DITCH

GRADE

DITCH

E4

P

M d e n p w p p w ic s jo b s E

C

R R

C

X .d g n

U s e r D

E N

P W

P

STATE PROJECT

NO.

REVISED:

12" min.

12" max.

Trench 2" min.

12" min.

See Note 3

Stake Spacing

DETAIL APPROVED FOR USE 01/2011

C157-55

6.

5.

4.

3.

2.

1.

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Spacing Table

See Fiber Roll manufacturer's recommendations.

Fiber rolls may be overlapped according to the fiber roll rather than under it.

roll to ensure storm water is forced to flow through

Tamp soil backfill against upstream side of fiber continuous contact with trench bottom and sides.

parallel to the contour. Place fiber rolls in

For fiber rolls on bare soil, construct trenches of fiber roll.

12" deep. Expose stakes 2" above top

Drive stakes into undisturbed soil at least

Stake fiber rolls at each end.

1" Ø wood stakes. Space stakes 4' o.c. max.

Stake fiber rolls in place with 1" x 1" or roll to vary more than 5% from level.

20' section of fiber roll, do not allow the fiber

Install fiber rolls along slope contours. For any prior to installation.

Repair all rills or gullies and properly compact flared end section

Culvert inlet with

2" min.

Trench

AT CULVERT INLET

FIBER ROLL

inlets fiber rolls around culvert

Install 3 - 9" Ø min. x 10'

See Note 3

See Note 3

Flow

12" min.

Fill slope

C le a r in g

L im it

S lo p e

S ta k e

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

Trench 2" min.

uphill side of fiber roll

Place excavated material on

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

Flow

NO SCALE

1V:4H or flatter

1V:4H to 1V:3H

1V:3H to 1V:2H

Slope Gradient

1V:2H or steeper

Stagger joints (typ.)

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fiber roll

Install fiber rolls along contour

SLOPE LAYOUT

FIBER ROLL

uphill side of fiber roll

Place excavated material on gaps. See Note 6.

Tie ends if necessary to eliminate

Abut fiber roll ends tightly together.

FIBER ROLL JOINT DETAIL

Tightly abut joints (typ.)

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

E5

157-A

CONSTRUCTION EXIT

STABILIZED

50' m in.

ingress / egress area

Provide full width of

Existing paved road

STABILIZED CONSTRUCTION EXIT

non- woven, Type C

Geotextile Class 2, 12" min.

30' (typ.)

3" to 6" Coarse aggregate

See Note 2

20' radius (typ.)

reduce tracking onto paved roadway.

Remove build-up of sediment as necessary to typical truck using exit.

Construct radius to allow turning movement of where entrance crosses existing drainage ditches.

directed by the CO. Provide temporary drainage

Construct drainage ditches along entrance as

3.

2.

1.

NOTES:

P

M d e n p w p p w ic s jo b s E s p

A R

R C

X .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r D

E N

P W

P

STATE PROJECT

NO.

G1

P

M d e n p w p p w ic s jo b s G

C

R R

C

X .d g n

U s e r D

E N

P W

P

STATE PROJECT

NO.

SHEET

NV NV BLM 10 (1)

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAILDETAIL APPROVED FOR USE

C

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:

L

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 t h

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.)

G2

P

M d e n p w p p w ic s jo b s G

C

R R

C

X .d g n

U s e r D

E N

P W

P

STATE PROJECT

NO.

SHEET

NV NV BLM 10 (1)

18" (min.)

(min.)

10'

(m in

(m in

(m in.

BETWEEN CUT AND FILL

PLACED RIPRAP

C251-51

(min.)

12"

(min.)

18"

(min.)

18"

(min.)

18"

12"

24"±24"±5'±24"±

10' (min.)

40"±24"±24"24"±40"±

08/2014

(Qmax = 5 cfs)

(Qmax = 5 cfs) DETAIL APPROVED FOR USE

08/2006

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

(min.)

CUT

FILL

CUT

shoulder

Subgrade

FILL

End of roadway ditch

A

A roadway ditch

F at end ofL

Existing ground

Slope variable

L at toe of fill

Original ground at toe of fill

Variable ground slope

Cut limits

Cut limits condition to fit field

F Waterway

End of roadway ditch shoulder

Subgrade

PLAN VIEW

ELEVATION

PLAN VIEW

ELEVATION

fill

Toe of

B original ground

Variable slope slope

Fill

Geotextile

SECTION B-B

of fill in line with toe

Flowline Approx.

Flowline of Waterway ditch end of roadway

Flowline at

Roadway ditch

Flowline

Fl ow lin e

Flowline

B

Original ground original ground

Variable slope

Geotextile

SECTION A-A

NOTE:

m in

2.

1.

Roadway ditch Flowline

1:

1:2

Variable length

V a ri a b le l e n g th

Va ria ble le ng th

Variable length

Class 2 (min.)

Placed riprap, TYPE 1 - NOT CONTIGUOUS TO FILL SLOPE

TYPE 2 - CONTIGUOUS TO FILL SLOPE

a s s h o w n i n t h e p la n s as shown in the plans as shown in the plans as sh own in th e p lan s to Subsection 714.01 (a).

Furnish geotextile materials conforming not be measured for payment.

Excavation for placement of riprap will

Class 2 (min.)

Placed riprap, d e n p w p p w ic s jo b s S

R G

P

E .d g n

P

M

NO.

STATE PROJECT

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS

NV BLM 10 (1)NV

R. GIRARD J. ROHNER AUGUST 2015

S1

K. SCHNEIDER

RETURN ROAD CULVERT

RED ROCK NATIONAL CONSERVATION AREA

CLARK COUNTY, NEVADA

RG3070-A1" = 20'-0"

PLAN

SECTION

C

Flow

C

L Culvert =

Sta. 2105+35.00

Return Road

C

(Taken along L of culvert)C

(typ.)

(ty p.)

49.60' RT

DRAWING INDEX:

L

K

J

I

H

G

F

E

D

C

B

A

Drawing No.

A. PLANKIS

PLAN AND SECTION

REBAR LIST 3 OF 3

REBAR LIST 2 OF 3

REBAR LIST 1 OF 3

CABLE RAILING DETAILS

WINGWALL DETAILS 3 OF 3

WINGWALL DETAILS 2 OF 3

WINGWALL DETAILS 1 OF 3

CULVERT DETAILS 2 OF 2

CULVERT DETAILS 1 OF 2

CULVERT ELEVATIONS

GENERAL NOTES

PLAN AND SECTION

Drawing Title

E l.

.0

V P

T S ta

.7

E l.

.3

V P

C S ta

.0

PROFILE GRADE DIAGRAM

No Scale

135°

5°

29'-9" 29'-9"

W in g w a ll A

'-6

W in g w a ll

B

W in g w a ll D

'-6

W in g w a ll

C

Clearing Limits

Clearing Limits

Slope stake limits

Slope stake limits

HCL Return road

L 14'x8' Box culvert

& wingwall (typ.)

Concrete headwall

65.11' RT

Sta 2105+60.90, 46.47' RT

Sta 2105+46.14, 46.47' RT

21.04' LT

41.04' LT

41.04' LT

Sta 2105+79.55, Sta 2105+95.06, Sta 2105+23.86, Sta 2104+68.86, Sta 2104+68.86, -2.141%

Existing ground

Elev. 3800.40

Top of Headwall

Elev. 3789.57

Inlet Invert

Cable railing (typ.) L & PGL Return road

Elev. 3789.29

Outlet Invert Proposed grade

Elev. 3799.94

Top of Headwall

59'-6" ty p d e n p w p p w ic s jo b s S

R G

G e n N o te s .d g n

P

M

NO.

STATE PROJECT

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS

NV BLM 10 (1)NV

R. GIRARD J. ROHNER AUGUST 2015

GENERAL NOTES:

S2

CLARK COUNTY, NEVADA

GENERAL NOTES

RG3070-BNO SCALE

a DS

D1

1 V

S

SPGA

ESTIMATE NOTES:

* Quantities do not include over-excavation and replacement backfill

Pay limits of roadway embankment *

Pay limits of structural backfill

Pay limits of structure excavation

LEGEND

EXCAVATION NOTES:

ground line

Existing ground line

Existing ground line

Existing ground line

Existing ground line

Existing ground line

Existing

(typ.)

1'-6"

(typ.)

1'-6"

(typ.)

1'-6" (typ.)

1'-6"

3'-0"

3'-0"

CULVERT WINGWALL

CULVERT END SECTION

CULVERT WINGWALL

CULVERT END SECTION

STRUCTURAL BACKFILL

Not to Scale

Not to Scale minimum friction angle of 36°.

a distance 1H of wall shall have a

* Roadway embankment placed within excavation (typ.)

Neat line

(typ.)

1'-6"

3'-0" ground line Proposed

(typ.)

1'-6"

Over-excavation and replacement backfill limits not shown.3.

separately, but included in the cost of structure excavation and structural backfill pay items.

laterally a distance equal to the depth of over-excavation. Payment for over-excavation and replacement backfill not paid for a depth of 6" below bottom of slab, and replacement with structural backfill. The removal and recompaction should extend

Cemented soil layers may be located beneath part of the proposed bottom slab. The subgrade soils require over-excavation to 2.

Payment for roadway embankment not included with bridge. See Roadway sheets for payment specifics.1.

ae oe v

STRUCTURE EXCAVATION

ground line Proposed

See drainage sheets for rip rap quantity and payment specifics.(6)

Includes cost of cable railing materials and installation.(5)

Includes cost of staining and applying anti-graffiti coating to culvert ends and wingwall limits as defined in the plans.(4)

Includes cost of over-excavation and replacement backfill.(3)

Includes cost of furnishing and installing wall drainage system, weepholes, and all joint fillers.(2)

Contract Quantity(1)

A. PLANKIS

Anti-graffiti coating shall be Sherwin Williams Pro Industrial (code #B97C00150) or approved equal.

Anti-Graffiti Treatment:

SCR's for additional information.

Stain color shall be Vistapaint 8430 "Rock of Ages". Stain exposed surfaces of culvert ends and wingwalls as shown in plans. See Section 563 of the

Stain:

capacity = 22,000 psf and the factored service bearing capacity = 4,000 psf.

bearing capacity = 19,500 psf and the factored service bearing capacity = 4,000 psf. For wingwalls B and C, the factored strength bearing

Earth:

Backfill underneath bottom slab shall meet the requirements for Structural Backfill as specified in Section 208.09(d).

Backfill behind culvert walls and wingwalls shall meet the requirements for Structural Backfill as specified in Section 208.10 and 704.04.

Structure Backfill:

unless shown otherwise on the plans. Bar splices other than those shown on the plans shall not be paid for.

All reinforcing steel shall conform to AASHTO M31 or M322, Grade 60 deformed. The minimum concrete cover to the face of any bar shall be 2", Reinforcing Steel:

requirements of AASHTO M213.

", unless noted otherwise on the plans. Preformed expansion joint filler shall meet the 4 3 be used. Chamfer exposed edges of all concrete

All cast-in-place concrete shall be structural Class A(AE) with a minimum 28 day compressive strength f'c = 4,000 psi. Type II low alkali cement shall

Concrete:

MATERIALS:

with earthquake effect, k = 0.43. Seismic vertical acceleration coefficient, k = 0.

S = 0.190g. Site Class = C. Seismic Zone = 2. Active earth pressure coefficient with earthquake effect, k = 0.27. At-rest earth pressure coefficient

Long period acceleration at 1.0 seconds (S = 0.113g) modified by the Site Coefficient (F = 1.69) to give the long period spectrum acceleration, acceleration at 0.2 seconds (S = 0.292g) modified by the Site Coefficient (F = 1.20) to give the short period spectrum acceleration, S = 0.35g.

Peak Ground Acceleration (PGA = 0.123g), modified by the Site Coefficient (F = 1.20) to give a spectrum acceleration, A = 0.147g. Short period

Seismic:

HL-93.

Live Load:

Vertical earth: unit weight of soil = 125 pcf.

Lateral Earth Pressure: equivalent fluid unit weight of soil, 0.033 kcf (active), 0.055 kcf (at-rest), and 0.800 kcf (passive)

HMA: 144 lbs per cubic foot

Concrete: 150 lbs. per cubic foot

Dead Loads:

DESIGN LOADS:

Federal Highway Administration Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14, U.S. customary units.

Construction:

AASHTO LRFD Bridge Design Specifications, 7th Edition, 2014.

Design:

SPECIFICATIONS:

c.p.p. = corrugated plastic pipe e.f. = each face i.f. = inside face b.f. = back face o.f. = outside face f.f. = front face

Abbreviations:

d e n p w p p w ic s jo b s S

R G

E le v .d g n

P

M

NO.

STATE PROJECT

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS

S3

CLARK COUNTY, NEVADA

RG3070-C

INLET ELEVATION

OUTLET ELEVATION

CULVERT ELEVATIONS

joint filler (typ.)

1/2" Pre-molded

Invert El. 3789.57

El. 3795.02 Top of wingwall

El. 3801.26 Top of wingwall

El. 3787.57 (typ.)

Top of footing joint filler (typ.)

1/2" Pre-molded

Invert El. 3789.29

El. 3795.04 Top of wingwall

El. 3798.84 Top of wingwall

El. 3787.29 (typ.)

Top of footing

L Box culvertC

L Box culvertC

Existing ground

Existing ground

Proposed grade

Proposed grade

Proposed grade

Proposed grade

3 OF 12" = 1'-0"8

Wingwall D Wingwall C

Wingwall A Wingwall B

Box culvert

Box culvert

A. PLANKIS

El. 3800.40 Top of head wall

El. 3799.94 Top of head wall d e n p w p p w ic s jo b s S

R G

R e in f .d g n

P

M

NO.

STATE PROJECT

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS

S4

CLARK COUNTY, NEVADA

RG3070-D

TOP SLAB PLAN BOTTOM SLAB PLAN

B

B

A A

C

L Box culvertC

C

L Box culvertC

CULVERT DETAILS 1 OF 2

Notes:

4 OF 12" = 1'-0"4

Each side 3 - #8C14

Each side 3 - #4C13

Each side 3 - #4C6

F a n n e d

C o .f

C i.

f.

C

B o tt o m c u t)

C

T o p c u t)

#8C19

C o

C i.

f.

C B o tt o m

C T o p

F a n n e d

C o

C i.

f.

C o

C i.

f.

C B o tt o m

C T o p

17 - #4C1 Bottom

17 - #4C1 Top

C

32 - #4C2 Bottom

17 - #4C1 Top

S tirru p s

C

C

C

Headwall Toewall

Top & bottom

#8C19

C

T o p c u t)

C

B o tt o m c u t)

A. PLANKIS

(See note 3)

(See note 3)

See sheet S5 for Section A-A and Section B-B details.3.

Raise C10 bars when needed to avoid contact with C12 bars.2.

Lower C10 bars when needed to avoid contact with C11 bars.1.

Each side 3 - #8C23 d e n p w p p w ic s jo b s S

R G

R e in f .d g n

P

M

NO.

STATE PROJECT

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS

S5

CLARK COUNTY, NEVADA

RG3070-EAS NOTED

SECTION C-C

SECTION A-A

C

C

CULVERT DETAILS 2 OF 2

L im it s

O v e r e x c a v a ti o n

3 - #8C19

3 - #8C19

3 - #4C13

3 - #4C6

3 - #8C19

3 - #8C14

2 - #4C15

#4C20

SECTION B-B

" = 1'-0"8 3Scale:

O u tl e t

C lr

C lr

C lr

C lr

1'-0"

3 - #8C19

#5C16 @ 1'-6" (b.f.)

#5C18 @ 1'-6"

#5C17 @ 1'-6" (f.f.)

Optional const. joint

3 - #8C19

2 - #4C15

3 - #8C19

2 - #4C20

#4C21 @ 1'-0"

8"

#4C4 @ 6"*

#6C3 @ 6"*

#4C5 @ 6"

#4C6 @ 6"

#6C3 @ 6"*

#4C4 @ 6"*

#5C7 @ 6"*

#5C8 @ 6"*

C e .f

17 - #4C1 @ 1'-0" Bottom

17 - #4C1 @ 1'-0" Top

32 - #4C2 @ 6" Bottom

17 - #4C1 @ 1'-0" Top

23 - #4C21 @ 1'-0"

10"

10"14'-0"

16 - #4C16, #5C17 & #5C18 @ 1'-6" n le t

I n le t

O u tl e t

I n le t

15'-8"

1 Limits of staining headwall reinforcing Top slab

Cable railing reinforcing Bottom slab

A. PLANKIS

"8 11'-2

"8 11'-2"8

519'-9

"8 722'-1

(See sheet S4 for section location)

" = 1'-0"4 1Scale:

See sheet S4.

in skewed end areas.

*Bar marks are different

(See sheet S4 for section location)

3 - #8C23 d e n p w p p w ic s jo b s S

R G

W in g w a ll .d g n

P

M

NO.

STATE PROJECT

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS

S6

CLARK COUNTY, NEVADA

RG3070-F

#4W1 (e.f.)

2.00% not shown for clarity Footing reinforcement

Finished grade

A

A grade Existing

Keyway

2'-0"

#4W2

#4W1 (2 tot.)

#4W6 f.f.

1'-0" finished grade Proposed

#6W9

#4W3

4'-6"

#6W8 b.f.

#6W7

#4W4

#4W5

7'-6"

SECTION A-A

Box culvert

WINGWALL DETAILS 1 OF 3

Stem as constructed

PARTIAL PLAN

PARTIAL ELEVATION

WALL OFFSETS

" = 1'-0"4

Wingwalls A & D

Wingwalls A & D

6 OF 10" = 1'-0"4

#6W7 Alternate with #6W8 @ 9" (b.f.)

T o p B o tt o m

W

Clr.

3"

Box culvert

(Wingwall)

14'-6"

(Alternate with #6W7)

10 - #6W8 @ 1'-6" (b.f.)

V a r ie s e .f

W

W e .f

V a r ie s

C lr

6"

#4W1, #4W2, or #4W3 (e.f.)

10 - #4W6 @ 1'-6" (f.f.)

& #7W9 (Top) #4W5 (Bottom)

#6W10

#4W11

(Alternate with #6W8)

9 - #6W7 @ 1'-6" (b.f.)

10 - #4W6 @ 1'-6" (f.f.)

6"

& #4W11 (f.f.)

#6W10 (b.f.)

(slope 2%)

(varies) Finished grade

Perforated C.P.P.

geotextile filter fabric Drainable fill with

N.T.S.

(Applies to all wingwalls)

2'-0"

LIMITS OF STAINING

(Applies to all wingwalls)

A. PLANKIS

10 - #4W5 @ 1'-6" (Bottom)

19 - #6W9 @ 9" (Top) joint filler 1/2" Pre-molded

Shall be 1% of wall height

Offset before backfilling

Line Layout Wall

Cable Railing joint filler 1/2" Pre-molded d e n p w p p w ic s jo b s S

R G

W in g w a ll .d g n

P

M

NO.

STATE PROJECT

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS

S7

RG3070-G

Keyway

2'-0"

#4W1 (1 tot.)

#4W6 f.f.

1'-0" finished grade Proposed

#7W9

#4W3

6'-0"

#7W8 b.f.

#7W7

#4W4

#4W5

9'-0"

SECTION A-A

culvert Box

A

A not shown for clarity Footing reinforcement grade Existing

2.00%

Finished grade

WINGWALL DETAILS 2 OF 3

PARTIAL PLAN

" = 1'-0"4

Wingwall C

PARTIAL ELEVATION

1Scale:

Wingwall C

7 OF 10" = 1'-0"4

6"

1'-0"

V a r ie s

C lr

19 - #4W6 @ 1'-6" (f.f.)

Clr.

3"

Box culvert

19 - #4W6 @ 1'-6" (f.f.)

(Wingwall)

28'-0"

V a r ie s

#4W11

19 - #4W5 @ 1'-6" (Bottom)

37 - #7W9 @ 9" (Top)

#7W7 Alternate with #7W8 @ 9" (b.f.)

#4W1 or #4W3

#4W14 or #4W15

T o p B o tt o m

W

W

B o tt o m

T o p

T o p

#4W14 (1 tot.)

#4W15

#4W16

#4W11 (f.f.)

#7W10 (b.f.)

#4W1 or #4W14

W b .f

W f.

f.

(Alternate with #7W7)

19 - #7W8 @ 1'-6" (b.f.)

(Alternate with #7W8)

18 - #7W7 @ 1'-6" (b.f.)

6"

#4W17 @ 1'-6" geotextile filter fabric Drainable fill with

Perforated C.P.P.

(slope 2%)

(varies) Finished grade

2'-0"

A. PLANKIS

joint filler

" Pre-molded 2

#4W5 (Bottom) #7W9 (Top)

#4W13 (Bottom) #7W12 (Top)

2-#7W10 joint filler

" Pre-molded 2

@ 1'-6" #4W17

Cable railing d e n p w p p w ic s jo b s S

R G

W in g w a ll .d g n

P

M

NO.

STATE PROJECT

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS

S8

CLARK COUNTY, NEVADA

RG3070-H

SECTION A-A

WINGWALL DETAILS 3 OF 3

A

Finished grade

A not shown for clarity Footing reinforcement

2.00% grade Existing

PARTIAL PLAN

" = 1'-0"4

Wingwall B

PARTIAL ELEVATION

1Scale:

Wingwall B

" = 1'-0"4

1 8 OF 10

Box culvert

19 - #4W6 @ 1'-6" (f.f.)

(Wingwall)

28'-0"

Clr.

3" culvert Box

6"

1'-0"

19 - #4W6 @ 1'-6" (f.f.)

#4W11

19 - #4W5 @ 1'-6" (Bottom)

37 - #7W9 @ 9" (Top)

#7W7 Alternate with #7W8 @ 9" (b.f.)

#4W1 or #4W3

#4W14 or #4W15

W

B o tt o m

T o p

T o p

#4W17 @ 1'-6"

#4W1 or #4W14

#4W11 (f.f.)

#7W10 (b.f.)

6"

(Alternate with #7W7)

19 - #7W8 @ 1'-6" (b.f.)

(Alternate with #7W8)

18 - #7W7 @ 1'-6" (b.f.)

V a r ie s

W b .f

W f.

f.

T o p B o tt o m

W

Keyway

2'-0"

#4W1 (1 tot.)

#4W6 f.f.

1'-0" finished grade Proposed

#7W9

#4W3

6'-0"

#7W8 b.f.

#7W7

#4W4

#4W5

9'-0"

V a r ie s

C lr

#4W14 (1 tot.)

#4W15

#4W16 geotextile filter fabric Drainable fill with

Perforated C.P.P.

(slope 2%)

(varies) Finished grade

2'-0" joint filler

" Pre-molded 2 joint filler

" Pre-molded 2

A. PLANKIS

#4W13 (Bottom) #7W12 (Top)

#4W5 (Bottom) #7W9 (Top)

2-#7W10

@ 1'-6" #4W17

Cable railing d e n p w p p w ic s jo b s S

R G

R a il in g .d g n

P

M

NO.

STATE PROJECT

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS

S9

CLARK COUNTY, NEVADA

RG3070-INO SCALE

NOTES:

8"

A

A

1000' Max.200'-0"±

SECTION A-A POST POCKET

ALTERNATIVE DEAD END ANCHORAGE

ELEVATION

ALTERNATIVE CABLE CONNECTION

Crimped sleeve clamp end of turnbuckle Eye bolt or eye

2 - #4

#4 11"

Mortar

5" 4"x5"x9" or sleeve clamp

Crimped stop

Washer

Pipe NPS 2" std. post

Typ. Intermediate Span

10'-0" Max.

Typ. Intermediate Span

10'-0" Max.

Typ. End Span

4'-0"

Peen ends of bolts (typ.)

" adjustment (typ.)2 clamps per end

12 - turnbuckles

Intermediate

Drilled holes

" std.4

Pipe NPS

Top of wall

Metal clamp

2" std.

Pipe NPS driven fit (typ.)

Post cap to be a

Typ. End Span

4'-0" slope

Toe of

" std. (typ.)4

Place NPS

A. PLANKIS

CABLE RAILING DETAILS

Provide thimbles at all cable loops.11.

at changes in line where the angle of deflection is 15° or more.

Typical end spans, braced in both directions, shall be constructed 10.

Post pockets to be centered in top of walls.9.

both directions at intervals not to exceed 1000'.

Line posts shall be braced horizontally and trussed diagonally in 8.

before ordering or fabricating any material.

The Contractor shall verify all dependent dimensions in the field 7.

of walls.

Alignment of holes in posts may vary to conform to slope of top 6.

Posts to be vertical.5.

end posts.

Cable shall not be spliced between intermediate turnbuckles and 4.

Intermediate turnbuckles to be placed in adjacent spans.3.

Maximum distance between turnbuckles shall be 200'-0"±.2.

Department of Transportation Standard Detail B11-47.

This cable railing originated from the State of California1.

d e n p w p p w ic s jo b s S

R G

R e b a r .d g n

P

M

NO.

STATE PROJECT

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS

B

STR

NOTES:

ABBREVIATIONS:

B

C

D

OPTIONAL LEG

TYPE 17

REINFORCING STEEL SCHEDULE DIMENSION TABLE

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R

BOX CULVERT

V or N

WINGWALL A

911 LBSSUBTOTAL

WINGWALL B

NONE 10 OF 12 RG3070-J

S10

9"

19775 LBSSUBTOTAL

#4W11

#6W10

#6W9

#6W8

#6W7

#4W6

#4W5

#4W4

#4W3

#4W2

#4W1

STR

STR

STR

STR

STR

STR

STR

STR

4•"

4•"

4•" of 9

1 set of 10

1 set of 3 sets

1'-3"

2'-8"

1'-3"

8'-8"

27'-6"

27'-6"

27'-6"

Dimensions in bending diagrams are out-to-out of bars.

REBAR LIST 1 OF 3

Vert. f.f.

Vert. b.f. tall

Trans. foot. top

Vert. b.f. short

Vert. b.f. tall

Vert. f.f.

Trans. foot. bot.

Longit. foot.

Horiz. stem

Horiz. stem

Horiz. top

13'-6ƒ"

14'-9ƒ"

7'-2"

7'-8" incr.

@ 6ƒ" to 14'-5"

9'-11" incr.

@ 6ƒ" to 13'-5"

8'-4‚"

7'-2"

14'-0"

14'-0" incr.

@ 4'-•"

12'-3•" to

4'-2•"

14'-11‚"

13'-6ƒ"

13'-6ƒ"

7'-2"

5'-0" incr.

@ 6ƒ"

13'-2"

8'-8" to incr.

@ 6ƒ" to 13'-5"

8'-4‚"

7'-2"

14'-0"

14'-0" incr.

" 2 -1@ 4'

12'-3•" to

4'-2•"

14'-11‚"

A. PLANKIS

2"

2†"

2†"

2†"

6"

3"

3‡"

3‡"

3‡"

3‡"

3"

3" i.f. = inside face o.f. = outside face b.f. = back face f.f. = front face

#4C23

#4C22

#4C21

#4C20

#8C19

#5C18

#5C17

#5C16

#4C15

#8C14

#4C13

#5C12

#5C11

#4C10

#6C9

#5C8

#5C7

#4C6

#4C5

#4C4

#6C3

#4C2

#4C1

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

Vert. wall o.f. bot.

Longit. wall

Vert. toe

Longit. toe

Longit. toe & HW

HW top

HW f.f.

HW b.f.

Longit. HW

Vert. wall o.f. end

Vert. wall i.f. end

Vert. wall o.f. bot.

Vert. wall o.f. top bot. skew

Trans. top & bot. skew

Trans. top &

Vert. wall o.f. bot.

Vert. wall o.f. top

Vert. wall i.f. bot.

Vert. wall i.f. top

Trans. top & bot.

Trans. top & bot.

Longit. top

Longit. top & bot.

of 29

4 sets of 29

4 sets

9'-10"

59'-0"

3'-3"

21'-8"

21'-8"

2'-2"

5'-4"

4'-4"

21'-8"

16'-3"

11'-0"

7'-5"

13'-5"

6" incr.

1'-1" @

15'-1" to

6" incr.

1'-1" @

15'-1" to

7'-5"

13'-7"

4'-0"

9'-8"

15'-2"

15'-2"

59'-0"

59'-0"

5'-7"

59'-0"

2'-7"

21'-8"

21'-8"

9"

2'-4"

2'-4"

21'-8"

10'-4"

10'-4"

3'-4"

9'-0"

6" incr.

1'-1" @

15'-1" to

6" incr.

1'-1" @

15'-1" to

3'-4"

9'-0"

3'-4"

9'-0"

15'-2"

15'-2"

59'-0"

59'-0"

4'-3"

8"

8"

3'-0"

2'-0"

5'-11"

8"

4'-1"

4'-5"

4'-1"

4'-7"

8"

8"

#4W4

#4W3

#4W1

STR

STR

STR

Longit. foot. toe

Horiz. stem f.f.

Horiz. top f.f.

27'-6"

27'-6"

27'-6" d e n p w p p w ic s jo b s S

R G

R e b a r .d g n

P

M

NO.

STATE PROJECT

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS

STR

NOTES:

ABBREVIATIONS:

B

C

D

OPTIONAL LEG

TYPE 17TYPE 54

E

F

D C

WINGWALL C

2516 LBSSUBTOTAL

WINGWALL D

NONE 11 OF 12 RG3070-K

S11

Dimensions in bending diagrams are out-to-out of bars.

(CONTINUED)WINGWALL B

8"

1'-5"

2'-8"

1'-5"

8" 8"

REBAR LIST 2 OF 3

2611 LBSSUBTOTAL

#4W17

#4W16

#4W15

#4W14

#4W13

#7W12

#4W11

#7W10

#7W9

#7W8

#7W7

#4W6

#4W5

#4W4

#4W3

#4W1

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

2"

5‚"

5‚"

5‚"

2"

5‚"

5‚"

5‚" of 18

1 set of 19

1 set

Stem stirrup

Long. foot. heel

Horiz. stem b.f.

Horiz. top b.f.

Trans. foot. bot.

Trans. foot. top

Vert. f.f.

Vert. b.f. tall

Trans. foot. top

Vert. b.f. short

Vert. b.f. tall

Vert. f.f.

Trans. foot. bot.

Longit. foot. toe

Horiz. stem f.f.

Horiz. top f.f.

2'-3‚"

28'-6"

28'-4"

28'-4"

5'-11"

5'…