CO_COLM10(3)_FINAL.pdf

PDF 24 MB Posted Sep 28, 2017

Attached to: CO FTNP COLM 10(3), Rim Rock Drive
Solicitation number: DTFH6817B00018
Issued by: Department of Transportation Federal Highway Administration

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File	Type	Posted
Amendment_A001.pdf	PDF	Oct 23, 2017
CO.FTNP.COLM.10(3).Rim_Rock_Drive_Spot_Repairs.2017.pdf	PDF	Sep 28, 2017
CO_FTNP_COLM_10(3)_Pavement_Report.pdf	PDF	Sep 28, 2017
DTFH6817B00018_IFB.pdf	PDF	Sep 28, 2017

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Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

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)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

et ux et al

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DHV

decr.D culv.

CTSM

ctrs.

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

beg.

b.f.B asph.

appr.

alt.

aggr.

ADT

abut.A 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

VPI

vph vert.

typ.

transv.

TCE

TBM

tan.

sym.

struc.

str.

stiff.

std.

sta.

st.

spec.

spa.

shldr.

sec.

SADT

rte.

Rt. or RT

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

quant., QtyQ pvmt.

psi proj.

POT

POS

POC

pl.

perf.

PCC

PCP

o.f.

o.c.O

no. or # neg.

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

Lt. or LT

LPSM

long.

lat.

lam.

EROSION & SEDIMENT CONTROL SYMBOLS

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 diameter curve delta centerline

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts A G e n s h t\

S Y

C O

L M .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

Subexcavation

36 31

6 1

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY 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)

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

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts A G e n s h t\

S Y

C O

L M .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

SURVEY CONTROL

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts A G e n s h t\

C O

L M

C o n tr o lS h e e t.

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

West Entrance

Visitor Center

Rim Rock Drive

C o lu m b u s C a n y o n

Entrance

Junction)

East (Grand

Sheet 1 of 2

SITE MAP

Devils Kitchen

Dogs Tooth

Cold Shivers Point

Devils Kitchen Picnic Area

Tunnel

A5 liarT ne hcti

K sli v e

D li a r

T n o y n a

C o h c

NO SCALE

E a s t

G la d e

Pa rk

R oa d

S e r p e n ts

Trail

14.2 miles

To Park Headquarters

5 miles

To East Glade Park

4 miles

To Grand Junction

E = 2102398.723

N = 1447415.008

East Glade Park - 011

Sta. 1000+00

Begin Option Y

CO FTNP COLM 10(3)

E = 2102821.666

N = 1450276.086

Rim Rock Drive - 010

Sta. 20+00

Begin Schedule A

CO FTNP COLM 10(3)

E = 2103130.379

N = 1450436.898

East Glade Park - 011

Sta. 1038+30

End Option Y

CO FTNP COLM 10(3)

E = 211019.980

N = 1453329.679

Rim Rock Drive - 010

Sta. 225+47

End Option X

CO FTNP COLM 10(3)

End Schedule A

Begin Option X

Sta. 188+00

Rim Rock Drive - 010

Potential Staging Area

9 miles

& Guardrails locations

2000+50, 3001+00

To Sites:

Schedule A

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts A G e n s h t\

S T

C O

L M .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

Fruita Canyon

Kodels Canyon

Wedding Canyon Trail

Park Headquarters

Visitor Center

West (Fruita) Entrance

SITE MAP

Sheet 2 of 2

U p p e r

M o n u m e n t

Ca n y on

Tra il

CCC T

ra il

Black

Trail

Ridge

C o k e O v e n s

Tr ail li a r

T s' o tt

Window

Rock Trail

C a n y o n R im T ra il

NO SCALE

9 miles

20+00

To Begin Project To Fruita and I-70 Exit

2 miles

E = 2082682.463

N = 1464365.163

Sta. 2000+50

Schedule A

BEGIN PROJECT

CO FTNP COLM 10(3)

E = 2083540.431

N = 1465383.845

Sta. 3003+50

Schedule A

END PROJECT

CO FTNP COLM 10(3)

E = 2083581.821

N = 1465141.617

Sta. 3001+00

Schedule A

BEGIN PROJECT

CO FTNP COLM 10(3)

E = 2082831.647

N = 1464482.924

Sta. 2002+50

Schedule A

END PROJECT

CO FTNP COLM 10(3)

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts A G e n s h t\

S T

C O

L M .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

MAINLINE

TYPICAL SECTIONS

NO SCALE

NOTE:

Average Existing Width

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

See Detail A

Shldr

Construction Limits

Shoulder

Pulverized Width

Traveled way structural section details

See mainline typical section for

Foreslope

DETAIL A

Fog sealPrime coat

Tack coat (between lifts)

22'

10'10'

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

See Detail A

Shldr

Construction Limits

Fog sealPrime coat

Tack coat (between lifts)

10'10' pavement placed in two lifts

3" asphalt concrete pavement placed in two lifts

4" asphalt concrete varies from 3" to 12" - Route 11.

varies from 3" to 14" - Route 10, Existing aggregate base depth varies from 4" to 6.5" - Route 11.

varies from 2.75" to 7" - Route 10, Existing asphalt pavement depth

Varies and left sides of roadway) for drainage and appearance. (Detail applies to both right concrete pavement. Shape and compact as necessary

(pay item 30202-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

of roadway)

(safety edge both sides pavement edge

30° - 35°

Construct

EXISTING TYPICAL SECTION

Sta. 20+00 to Sta. 225+47

Sta. 1000+00 to Sta. 1038+30

1:3 to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:3 foreslope unless otherwise directed by the CO.

Pavements Report.

Pulverize to a depth of 6". For existing pavement depths see

Pulverize the existing paved width or as directed by the CO.

6" Full Depth Reclamation

East Glade Park Road - 011

Option Y

TYPICAL SECTION

Schedule A & Option X

Rim Rock Drive - 010

TYPICAL SECTION

Sta. 1000+00 to Sta. 1038+30 - East Glade Park Road - 011 Option Y

Sta. 20+00 to Sta. 225+47 - Rim Rock Drive - 010 Schedule A & Option X

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

C O

L M .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

NOTE:

Existing ground paved ditch

Existing asphalt

Tack coat

Fog seal

Ditch width variesShoulder

4' average for Structural Section

See Mainline Typical Section

NO SCALE

Traveled WayTraveled Way

Match existing Match existing

10'10' placed in two lifts

3" asphalt concrete pavement

Shldr 1'

3-inch depth

Removal of pavement, asphalt placed in two lifts

3" asphalt concrete pavement

Prime coat

Fog seal

(between lifts)

Tack coat curb and gutter

Protect existing curb and gutter

Protect existing

Width varies (32' to 40')

Match existing gutter elevation

2" asphalt concrete pavement

TYPICAL SECTION

HISTORIC STONE WALL

TYPICAL SECTION

PARKING AREAS

TYPICAL SECTION

PAVED DITCH

Existing ground

MISCELLANEOUS

TYPICAL SECTIONS

Match existing

1.Shldr 1' paved ditch before overlay.

Clean and crack seal the existing existing paved ditch after placement of overlay.

spread, compact, and maintain the shape of the

Provide equipment necessary to

See Paved Ditch Summary for Locations existing stone wall Do not disturb

Existing ground Va ria ble

Ex ist ing Sl op e

Construction Limits

Prime coat Fog seal

6-inch depth

Removal of pavement, asphalt

Rim Rock Drive - 010

Sta. 62+55 to Sta. 67+36

(between lifts)

Tack coat

224+00 East Entrance Sign

220+00 East Entrance

Sta. 209+00 Lowers Serpent's Trail (Devil's Kitchen)

Sta. 86+50 Upper Serpent's Trail

Sta. 41+00 Cold Shivers Point

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

C O

L M .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

24" (typ.)

NO SCALE

RSS

TYPICAL SECTION

3. Construct according to Section 261 of the FP-14.

Existing ground

Ditch reconditioning

Special 204-A at each bench, see

Geocomposite drains

See Typical Section Site Repairs

L=20' min.

Type II (geogrid)

Reinforcement geosynthetic

L=4'

Type I (geotextile)

Reinforcement geosynthetic geogrid to full width

Extend top 2 layers of m in m in m in m in

1:1.5 (m ax.)

RSS and Riprap limits are to be verified by the CO.

Remove all existing material from roadway, deep excavation, and riprap section.

Cover with 6" min. topsoil

Rim Rock Drive - 010

TYPICAL SECTION

RSS

Select borrow

Va rie s

Remove existing Riprap from slope and incorporate or waste it as directed by the CO.

20' min.

Sta. 2001+50 to Sta. 2002+50

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

C O

L M R

G S w o r k in g .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

NO SCALE

Shoulder

Traveled way structural section details

See mainline typical section for

Foreslope

DETAIL A

Varies

of roadway)

(safety edge both sides pavement edge

30° - 35°

Construct

SITE REPAIRS

TYPICAL SECTIONS

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

See Detail A

10'10'Shldr.

Shldr.

Remove existing pavement and base course pavement placed in two lifts

3" Asphalt concrete

2%2% to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:3 foreslope unless otherwise directed by the CO.

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

and left sides of roadway) for drainage and appearance. (Detail applies to both right concrete pavement. Shape and compact as necessary

(pay item 30202-2000) after placement of asphalt

Shoulder up with Roadway Aggregate, Method 2

A10

1:3

6" Roadway Aggregate, Method 2

3001+00 to 3003+50

2000+50 to 2002+50

SCHEDULE A

TYPICAL SECTION

Fog SealPrime Coat

Tack coat (between lifts)

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

C O

L M

S it e

R e p a ir s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

Variable

3' minimum

4' (typ.)

APPROACH ROADS

TYPICAL SECTIONS

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT ≥ 200

100 ≤ ADT < 199

25 ≤ ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

* Match existing

(ft)

WIDTH

MIN.

(ft)

RADIUS

MIN.

N/A

4' (typ.)

U s e r r o x a n n ie .g o n z a le z

V a ria b le

TYPICAL SYMBOL

M a in li e

SECTION A-A

NO SCALE

TYPICAL PLAN

TYPE 3

APPROACH ROAD

REMARKS

APPROACH ROAD SUMMARY

base edge

Aggregate b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k d

Approach Road road connection on plan and profile sheet

Example of symbol showing standard approach shown may be varied ±20°.

Under special conditions, the approach road angle

End Section A-A

Total length

Paved length

Subgrade edge

90° W

Type

Class

Mainline stationing

Aggregate base edge with mainline roadway construction.

Construct cut and fill slopes for approach roads to match locations to be field verified.

Stations shown are approximate locations. Actual

5. 5.

pavement edge

Asphalt concrete roads with widths greater than 15 feet.

Apply the normal mainline crown section to approach

(ft)

LENGTH

PAVED

CLASS

TYPE

STATION

(ft)

219+22 Rt.

210+70 Lt.

22'

26'

1:3 1:3

A11

Standard Drawing 602-9).

roadway, use safety end sections (see placed within the clear zone of the mainline mainline recovery area. When a culvert must be radius to provide a flatter foreslope and increased

Place culverts at the end of the approach road thicknesses and foreslopes.

Refer to mainline typical sections for structural section maximum.

0% to -2% grade. Under special conditions, use 6% grades within ±2%. In snowy regions restrict this to a

Construct approach roads with landing areas having approach road centeline.

existing radii or widths. R1 is on the left side of the

Vary radii to fit unusual field conditions. Do not reduce 8.

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

C O

L M

P .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

Sheet and Description

B8 B9 B10 B11 B12

Surfacing Summary

Riprap Summary

Miscellaneous Summary

Permanent Signs

Summary ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 400 20 420

A0140 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 6 6

A0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0180 20301-0700 REMOVAL OF DELINEATOR EACH 194 6 200

A0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0220 20301-2400 REMOVAL OF SIGN EACH 25 5 30

A0240 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 2,866 134 3,000

A0260 20302-1200 REMOVAL OF GUARDRAIL LNFT 4,757 93 4,850

A0280 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 4,731 239 4,970

A0300 20402-0000 SUBEXCAVATION CUYD 1,210 60 1,270

A0320 20410-0000 SELECT BORROW CUYD 4,787 313 5,100

A0340 20420-0000 EMBANKMENT CONSTRUCTION CUYD 3,745 255 4,000

A0360 20720-0100 REINFORCEMENT GEOSYNTHETIC,

TYPE 1 SQYD 1,213 62 1,275

A0380 20720-0200 REINFORCEMENT GEOSYNTHETIC,

TYPE 2 SQYD 3,413 187 3,600

A0400 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 104 50 6 160

A0420 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,069 165 66 1,300

A0440 30302-1000 DITCH RECONDITIONING LNFT 46 4 50

A0460 30401-5300 FULL DEPTH RECLAMATION,

METHOD 2, 6-INCH DEPTH MILE 3.064 3.064

A0480 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 7,914 186 8,100

A0500 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 79 6 85

A0520 40301-0200 ASPHALT CONCRETE PAVEMENT, Temporary Pavement

TYPE 2 Quantities are

TON 508 22 530 included

A0540 40601-0000 FOG SEAL TON 18 1 1 20

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

-A ug -2

P M

C O

\c ol m

0( 3)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \1

_E st im at es

Es tim at e-

_S ch ed

A L.

xl sx

]S he et

STATE PROJECT

B1CO FTNP COLM10(3)CO

SHEET

NUMBER

NPS PMIS No. 187947, 187951, 187951 NPS Drwg No. 119-130017

B8 B9 B10 B11 B12 B13

Surfacing Summary

Riprap Summary

Miscellaneo us

Summary

Miscellaneou s Summary

Permanent Signs

Summary

Pavement Markings Summary

ALLOWANCE Bid Schedule

A0560 41102-1000 PRIME COAT, METHOD 1 SQYD 49,331 2,369 51,700

A0580 41105-0000 BLOTTER TON 72

A0600 41201-0000 TACK COAT TON 21 1 3 25

A0620 60103-0180 CONCRETE, HEADWALL FOR

36-INCH PIPE CULVERT EACH 1 1

A0640 60201-1000 36-INCH PIPE CULVERT LNFT 73 7 80

A0660 60210-1000 END SECTION FOR 36-INCH PIPE

CULVERT EACH 1 1

A0680 60901-0400 CURB, CONCRETE, 6-INCH DEPTH LNFT 2,866 134 3,000

A0700 61701-4350 GUARDRAIL SYSTEM CRG, TYPE 4,

CLASS B LNFT 62 62

A0720 61701-5100 GUARDRAIL SYSTEM MGS, TYPE 4,

CLASS B STEEL POSTS LNFT 350 5 355

A0740 61701-5150 GUARDRAIL SYSTEM MGS, TYPE 4,

CLASS B WOOD POSTS LNFT 3,666 74 3,740

A0760 61702-0400 TERMINAL SECTION, TYPE G4-CRT EACH 1 1

A0780 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 26 4 30

A0800 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 60

A0820 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 60

A0840 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 30

A0860 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 60

A0880 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 20

A0900 62301-0000 GENERAL LABOR HOUR 60

A0920 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 40

A0940 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 40

A0960 62405-0400 PLACING CONSERVED TOPSOIL,

6-INCH DEPTH SQYD 300 15 315

A0980 63301-0000 SIGN SYSTEM EACH 21 1 22

A1000 63309-0000 DELINEATOR EACH 320 25 345

A1020 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID LNFT 143,032 2,768 145,800

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A ug -2

P M

C O

\c ol m

0( 3)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \1

_E st im at es

Es tim at e-

_S ch ed

A L.

xl sx

]S he et

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B2CO FTNP COLM10(3)CO

SHEET

NUMBER

Surfacing Summary

Riprap Summary

Miscellaneous Summary

Permanent Signs

Summary

Pavement Markings Summary

ALLOWANCE Bid Schedule

A1040 63401-0800 PAVEMENT MARKINGS, TYPE D,

BROKEN LNFT 2,390 50 2,440

A1060 63405-1650 PAVEMENT MARKINGS, TYPE D,

ACCESSIBILITY SYMBOL EACH 1 1

A1080 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL

A1100 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 90

A1120 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 40

A1140 63503-0300 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 LNFT 4 20

A1160 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 70

A1180 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 383 17 400

A1200 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 3.361

A1220 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 3,000

A1240 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 1,500

A1260 63602-6020 SYSTEM INSTALLATION, TRAFFIC

DETECTOR WIRE LOOP EACH 2

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A ug -2

P M

C O

\c ol m

0( 3)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \1

_E st im at es

Es tim at e-

_S ch ed

A L.

xl sx

]S he et

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B3CO FTNP COLM10(3)CO

SHEET

NUMBER

Surfacing Summary

Riprap Summary

Miscellaneous Summary

Permanent Sign Summary

Pavement Markings Summary

ALLOWANCE Bid Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

X0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0080 15401-0000 CONTRACTOR TESTING LPSM ALL

X0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 100 10 110

X0140 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0160 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

X0180 20301-2400 REMOVAL OF SIGN EACH 19 1 20

X0200 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 204 11 215

X0220 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 16 2 18

X0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 54 6 60

X0260 30401-5300 FULL DEPTH RECLAMATION,

METHOD 2, 6-INCH DEPTH MILE 0.710 0.710

X0280 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 1,573 47 1,620

X0300 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 16 4 20

X0320 40601-0000 FOG SEAL TON 4 1 5

X0340 41102-1000 PRIME COAT, METHOD 1 SQYD 9,787 413 10,200

X0360 41105-0000 BLOTTER TON 14

X0380 41201-0000 TACK COAT TON 4 1 5

X0400 50101-1000 MINOR CONCRETE PAVEMENT,

REINFORCED, 10-INCH DEPTH SQYD 204 6 210

X0420 60201-0600 18-INCH PIPE CULVERT LNFT 42 3 45

X0440 60201-1000 36-INCH PIPE CULVERT LNFT 100 100 As directed by CO.

X0460 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 2 2

X0480 60210-1000 END SECTION FOR 36-INCH PIPE As directed by CO.

CULVERT EACH 2 2

X0500 60212-1000 ELBOW, 36-INCH EACH 1 1 As directed by CO.

X0520 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 20

-A ug -2

P M

C O

\c ol m

0( 3)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \1

_E st im at es

Es tim at e-

_O pt X

A L.

xl sx

]S he et

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

STATE PROJECT

B4CO FTNP COLM 10(3)CO

SHEET

NUMBER

NPS PMIS No. 187947,187950,187951 Drawing No. 119-130017

Surfacing Summary

Riprap Summary

Miscellaneous Summary

Permanent Sign Summary

Pavement Markings Summary

ALLOWANCE Bid Schedule

X0540 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 20

X0560 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 10

X0580 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 10

X0600 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 10

X0620 62301-0000 GENERAL LABOR HOUR 20

X0640 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 10

X0660 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 10

X0680 63301-0000 SIGN SYSTEM EACH 18 2 20

X0700 63313-0000 RUMBLE STRIP LNFT 200 20 220

X0720 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID LNFT 29,122 878 30,000

X0740 63401-0800 PAVEMENT MARKINGS, TYPE D,

BROKEN LNFT 728 2 730

X0760 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL

X0780 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 20

X0800 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 6

X0820 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 0.7

X0840 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 530

X0860 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 250

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

-A ug -2

P M

C O

\c ol m

0( 3)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \1

_E st im at es

Es tim at e-

_O pt X

A L.

xl sx

]S he et

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B5CO FTNP COLM 10(3)CO

SHEET

NUMBER

Surfacing Summary

Riprap Summary

Miscellaneous Summary

Permanent Sign Summary

Pavement Markings Summary

ALLOWANCE Bid Schedule

Y0020 15101-0000 MOBILIZATION LPSM ALL

Y0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

Y0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0080 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 50 5 55

Y0140 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

Y0160 20301-0700 REMOVAL OF DELINEATOR EACH 14 1 15

Y0180 20301-2400 REMOVAL OF SIGN EACH 9 1 10

Y0200 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 344 16 360

Y0220 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 9 1 10

Y0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 88 20 12 120

Y0260 30401-5300 FULL DEPTH RECLAMATION,

METHOD 2, 6-INCH DEPTH MILE 0.725 0.725

Y0280 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 2,088 102 2,190

Y0300 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 21 1 22

Y0320 40601-0000 FOG SEAL TON 4 1 5

Y0340 41102-1000 PRIME COAT, METHOD 1 SQYD 10,083 517 10,600

Y0360 41105-0000 BLOTTER TON 15

Y0380 41201-0000 TACK COAT TON 4 1 5

Y0400 60901-0400 CURB, CONCRETE, 6-INCH DEPTH LNFT 344 16 360

Y0420 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 10

Y0440 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 10

Y0460 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 10

Y0480 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 10

Y0500 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 10

Y0520 62301-0000 GENERAL LABOR HOUR 20

-A ug -2

P M

C O

\c ol m

0( 3)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \1

_E st im at es

Es tim at e-

O pt

A L.

xl sx

]S he et SUMMARY OF QUANTITIES - Option Y

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

B6CO FTNP COLM 10(3)CO

SHEET

NUMBER

Surfacing Summary

Riprap Summary

Miscellaneous Summary

Permanent Sign Summary

Pavement Markings Summary

ALLOWANCE Bid Schedule

Y0540 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 10

Y0560 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 10

Y0580 63301-0000 SIGN SYSTEM EACH 16 2 18

Y0600 63309-0000 DELINEATOR EACH 18 2 20

Y0620 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID LNFT 30,684 1,536 32,220

Y0640 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL

Y0660 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 15

Y0680 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 4 10

Y0700 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 0.7

Y0720 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 630

Y0740 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 270

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A ug -2

P M

C O

\c ol m

0( 3)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \1

_E st im at es

Es tim at e-

O pt

A L.

xl sx

]S he et

SUMMARY OF QUANTITIES - Option Y

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B7CO FTNP COLM 10(3)CO

SHEET

NUMBER

Sheet 1 of 4

SUMMARIES

SURFACING

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

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

U M

O L

M .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

Sheet 2 of 4

SUMMARIES

RIPRAP

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

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

U M

O L

M .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

SUMMARIES

MISCELLANEOUS

Sheet 3 of 4

B10

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

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

U M

O L

M .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

SUMMARIES

MISCELLANEOUS

Sheet 4 of 4

B11

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

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

U M

O L

M .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

SUMMARY

PERMANENT SIGN

B12

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

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

U M

O L

M .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

SUMMARY

PERMANENT MARKINGS

B13

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

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

U M

O L

M .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

M P

D I61

2X3

V C

M P

D I6189.02X3

V C

STOP

61856

T R A S H

M P

D I

2X3

06125

06130

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Begin paved ditch

23+65 Rt.

End paved ditch

26+23 Rt.

Begin paved ditch

31+14 Rt.

End paved ditch

31+58 Rt.

Cold Shivers Parking

Route 0915

EAST G

LAD

E PARK RO

NOTE:

existing drop inlet

Do not disturb existing drop inlet

Do not disturb existing concrete curb

Do not disturb

Install Riprap Class 2

See Special 609-A

2. Place Riprap at the end of the ditch before inlet culverts.

1. Do not disturb existing culverts.

Install Riprap Class 2

Guardrail

Remove and Replace

Install Riprap Class 2

E: 2102821.666

N: 1450276.086

Sta. 20+00

Schedule A

Rim Rock Drive

Begin Route 010

Install Riprap Class 2

SCHEDULE A

20+00 to 48+00

PLAN SHEET

RIM ROCK DRIVE

Temporary Inlet Protection

See Detail C204-51

Subexcavation

Guardrail 21+22 to 25+22

Remove and Replace by Pay Item 40301-0200

Temporary Asphalt Concrete Pavement quantities will be paid

Removal of guardrail will be monitored by an archaelogist.

Inlet Protection

Install Temporary

" C

M P

DI59

2X3

EDGE O

F S

TONE

3.2

18"

CMP

0.4

M P

60+

E C

N O

N L

" C

M P

X X

" C

M P

D I

5992.6

85+

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Begin paved ditch

54+94 Rt.

End paved ditch

58+81 Rt.

Begin paved ditch

59+93 Lt.

End paved ditch

62+79 Lt.

Begin paved ditch

61+40 Rt.

End paved ditch

62+73 Rt.

Begin paved ditch

65+86 Lt.

End paved ditch

68+15 Lt.

Begin paved ditch

76+38 Rt.

Typical Section

See Historic Stone Wall

62+55 to 67+36

NOTE:

Do not disturb boulders existing drop inlet

Do not disturb

See Special 609-A

Place Riprap at the end of the ditch before inlet culverts.

Do not disturb existing culverts.

48+00 to 76+00

SCHEDULE A

PLAN SHEET

RIM ROCK DRIVE

Install Riprap Class 2

Do not disturb existing drop inlet

Install Riprap Class 2

Install Riprap, Class 2

Install fiber logs at the outlet pipe inlet pipe

Install fiber logs at the

Install Riprap Class 2

Install Temporary Inlet Protection

C M P

0 M

A G N

O C

R W

A L L

M P

D I

5818.3 42"

D I R

E C

T I O

N O

N L

M P

D I 2

M P

5810 5815 5

5905 5

2 S

M P

S P

R E S

E X

C M P

M P

57305735

5 5955

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Begin paved ditch

76+38 Rt.

Trail Parking

Upper Serpent's

Route 0916

Begin 6" concrete curb

Begin removal of asphalt curb

84+00 Lt.

End 6" concrete curb

End removal of asphalt curb

87+25 Lt.

Begin 6" concrete curb

Begin removal of asphalt curb

88+81 Rt.

End 6" concrete curb

End removal of asphalt curb

92+48 Rt.

Begin 6" concrete curb

Begin removal of asphalt curb

94+30 Lt. & Rt.

End 6" concrete curb

End removal of asphalt curb

99+50 Lt. & Rt.

Begin paved ditch

100+92 Lt.

End paved ditch

77+87 Rt.

End paved ditch

102+67 Lt.

NOTE:

inlet (typ.)

existing drop

Do not disturb

Do not disturb boulders

76+00 to 104+00

SCHEDULE A

PLAN SHEETS

RIM ROCK DRIVE

See Special 609-A

Place Riprap at the end of the ditch before inlet culverts.

Do not disturb existing culverts.

Install Riprap Class 2

Temporary Inlet Protection

Install Riprap Class 2

Temporary Inlet Protection

Install Riprap Class 2

Install Riprap Class 2 existing guardrail (typ.)

Remove and replace existing guardrail

Remove and replace

C M

P .9

2 S

P I K

0 5

5 5

5655 566056

56705675

05680

5700 5

M P

D I R O

N L

M P

S A N

D C

A N

N L

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Begin paved ditch

108+82 Lt.

End paved ditch

113+62 Lt.

End 6" concrete curb

End removal of asphalt curb

118+26 Rt.

Begin 6" concrete curb

Begin removal of asphalt curb

121+87 Lt.

End 6" concrete curb

End removal of asphalt curb

125+69 Lt.

Begin 6" concrete curb

Begin removal of asphalt curb

113+79 Rt.

NOTE:

See Special 609-A

Place Riprap at the end of the ditch before inlet culverts.

Do not disturb existing culverts.

Guardrail

Remove and Replace

Install Riprap Class 2 Install Riprap Class 2Guardrail

Remove and Replace

Guardrail

Remove and Replace

Install Riprap Class 2

Install Riprap Class 2 of the pipe.

Install Fiber Logs at the inlet of the pipe.

Install Fiber Logs at the inlet

104+00 to 132+00

SCHEDULE A

PLAN SHEETS

RIM ROCK DRIVE

Class 2

Install Riprap Class 2

Install Riprap of the pipe.

Install fiber logs at the outlet by Pay Item 40301-0200.

Temporary Asphalt Concrete Pavement will be paid

See Detail C204-51

Subexcavation

" C

M P

C M P

X X X

M P

54105

55430

145+00

" C

M P

5305.4

24" C M P

" PV

LY S

ILTE

LY N

O O

TLET FN

3 2 1

" C

M P

" C

M P

55390

0 1

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Begin paved ditch

141+71 Lt.

End paved ditch

145+76 Lt.

Begin paved ditch

146+82 Lt.

End paved ditch

148+29 Lt.

Begin paved ditch

153+12 Rt.

End paved ditch

158+32 Rt.

Begin 6" concrete curb

Begin removal of asphalt curb

157+10 Rt.

End 6" concrete curb

End removal of asphalt curb

158+17 Rt.

Do not disturb boulders

Install Riprap Class 2

132+00 to 160+00

SCHEDULE A

PLAN SHEETS

RIM ROCK DRIVE

Install Riprap Class 2

Install Riprap Class 2 existing guardrail

Remove and replace of the pipe.

Install Fiber Logs at the inlet of the pipe.

Install fiber logs at the inlet of the pipe.

Install Fiber Logs at the inlet of the pipe.

Install Fiber Logs at the inlet

Install Riprap Class 2 Install Riprap Class 2

Install Riprap Class 2

Do not disturb paved ditch with sidewalk outlet of the pipe.

Install fiber logs at the

Install fiber logs at the outlet of the pipe.

of the pipe.

Install fiber logs at the outlet

Install fiber logs at the outlet of the pipe.

the outlet of the pipe

Install fiber logs at

65'x10'x1'

Sta. 155+20 to 156+18

Place Riprap at this location

NOTE:

4. Removal of paved ditch will be by Pay Item 20303-1600.

3. Remove existing river rocks from ditches as directed by the CO.

2. Place Riprap at the end of the ditch before inlet culverts.

1. Do not disturb existing culverts.

Remove paved ditch

" C

M P

5170 5

05225

05240

165+00

175+00

165+00

175+00

M P

" C

M P

" C

M P

52351

175+00

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Begin 6" concrete curb

Begin removal asphalt curb

164+29 Lt.

End 6" concrete curb

End removal asphalt curb

167+60 Lt.

Begin 6" concrete curb

Begin removal asphalt curb

172+39 Rt.

Begin paved ditch

End 6" concrete curb

End removal asphalt curb

173+08 Rt.

Begin 6" concrete curb

Begin removal asphalt curb

175+88 Rt.

End 6" concrete curb

End removal asphalt curb

End paved ditch

176+82 Rt.

Begin paved ditch

178+13 Lt.

End paved ditch

182+75 Lt.

NOTE:

160+00 to 188+00

SCHEDULE A

PLAN SHEETS

RIM ROCK DRIVE

Install Riprap Class 2 existing guardrail

Remove and Replace

Install Riprap Class 2

Install Riprap Class 2 existing guardrail

Remove and replace

See Special 609-A

Place Riprap at the end of the ditch before inlet culverts.

Do not disturb existing culverts.

Install fiber logs at the inlet of the pipe.

Install fiber logs at the outlet of the pipe outlet of the pipe

Install fiber logs at the

P O S S

L E O

U T L E T N

O P

E S

E E

M P

P O S S

L E N

O P

E S

E E

D I R O

N L

Y N

O P I P E F

N D

" C

M P

10X15

15X15

M P

5090 5

M P

5024.6

CRUSHED

5027.4

18" CMP

5028.4

S T

O P

5032.5

24" CM

5039.1 5039.9

10" CMP

3 2 1

5055505

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Begin paved ditch

190+62 Lt.

End paved ditch

195+92 Lt.

Area Road

Devil's Kitchen Picnic

Route 0202

NOTE:

Sta. 188+00

Begin Option X

End Shedule A

188+00 to 216+00

OPTION X

PLAN SHEETS

RIM ROCK DRIVE

Install Riprap Class 2

See Special 609-A.

Place Riprap at the end of the ditch before the culverts.

Remove existing culverts.

Remove and replace culvert

Install fiber logs at the inlet of the pipe

Install fiber logs at the outlet of the pipe inlet of the pipe

Install fiber logs at the outlet of the pipe

Install fiber logs at the

Install Riprap Class 2

Trail Parking (Devil's Kitchen)

Lower Serpent's

Route 0917

S T

O N

E S I G

N B

A S

E S

T O

N E S I G

N B

A S

4950.6

15" CMP

4951.6 S

O P L

H T

A I R C

O N

D I T I O

N E

S T

O P L

H T

F L A

G P

O L E

STONE SIGN BASE

4959.1

F L A

G P

O L

L A

G P

O L E

4962.0

21" CMP

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

200'100'0

Scale in Feet

Sheet D1

See East Entrance Plan

Pay Station

East Entrance

East Shop Road

Route 0402

East Entrance Parking

Route 0928

East Entrance Sign Parking

Route 0933

NOTE:

Potential Staging Area

E: 2111019.980

N: 1453329.679

Sta. 225+47

Option X

Rim Rock Drive

End Route 010

Place Riprap at the end of the ditch before inlet culverts. See Special 609-A.

Do not disturb existing culverts.

216+00 to 225+47

OPTION X

PLAN SHEETS

RIM ROCK DRIVE

Install Riprap Class 2

M P

U P6 .4

S W

E S

T C

O M

M U

N I C

A T I O

N S

63706375

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

200'100'0

Scale in Feet

200'100'0

Scale in Feet

NOTE:

1000+00 to 1028+00

OPTION Y

PLAN SHEET

EAST GLADE PARK ROAD

See Special 609-A

Place Riprap at the end of the ditch before inlet culverts.

Do not disturb existing culverts.

Begin Option Y

E: 2102398.723

N: 1447415.008

Sta. 1000+00

East Glade Park Road

Begin Route 011 of the pipe.

Install fiber logs at the inlet

Install Riprap Class 2

Install Riprap Class 2 outlet of the pipe

Install fiber logs at the

STOP

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

C10

200'100'0

Scale in Feet

Begin 6" concrete curb

Begin removal asphalt curb

1031+08 Lt.

End 6" concrete curb

End removal asphalt curb

1034+92 Lt.

1037+00 to 1038+30 included with

Quantities

1028+00 to 1038+30

OPTION Y

PLAN SHEET

EAST GLADE PARK ROAD

End Option Y

E: 2103130.379

N: 1450436.898

Sta. 1038+30

East Glade Park Road

End Route 011

Schedule A

Install Riprap Class 2

Schedule A

Subexcavation

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P la n

.d g n

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

M P

B U

M P

P O

-4.889%

Elev= 6405.282

Sta= 2001+70.000

Elev= 6410.282

Sta= 2001+60.000

Elev= 6415.282

Sta= 2001+50.000

Elev= 6420.282

Sta= 2001+40.000

Elev= 6425.282

Sta= 2001+30.000

Elev= 6430.282

Sta= 2001+20.000

Elev= 6435.282

Sta= 2001+10.000

Elev= 6405.282

Sta= 2002+00.000

Elev= 6410.282

Sta= 2002+10.000

Elev= 6415.282

Sta= 2002+20.000

Elev= 6420.282

Sta= 2002+30.000

Elev= 6425.282

Sta= 2002+40.000

Elev= 6430.282

Sta= 2002+50.000

100'50'0

Scale in Feet

C11

2000+00 2001+00 2002+00 2003+00 2004+00 2005+00

Existing ground

Profile grade pavement elevation

Match existing pavement elevation

Match existing

Ditch reconditioning E = 2082831.647

N = 1464482.924

SCHEDULE A

Sta. 2002+50

END RSS & SITE REPAIR

E = 2082682.463

N = 1464365.163

SCHEDULE A

Sta. 2000+50

BEGIN SITE REPAIR

E = 2082760.939

N = 1464427.142

SCHEDULE A

Sta. 2001+50

BEGIN RSS REPAIR

Install Riprap Class 2

Remove existing culvert

Cut and Fill Limits

RSS limits

3. Do not work in stream.

incorporate or waste it as directed by the CO.

2. Remove existing Riprap from slope and

1. Remove existing culvert

NOTE:

Centerline elevation= 6426.70 Refer to the Cross sections

Riprap Class 2, Rt.

End section, Rt.

Headwall, Lt.

Install 36"x73' pipe culvert

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P la n

.d g n

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

6348.9

6355.0

27" C M P

C O

N C

636063

P O

P C

P T

P C

P T 3004+59.60

P O T

5+ .4

V P I

E L

-4.637%

-5.405%

150' VC

V P I

E L

-5.405%

-4.424%

200' VC

100'50'0

Scale in Feet

C12

See sheet F1 subexcavation

Full width

3000+00 3001+003000+50 3001+50 3002+00 3002+50 3003+00 3003+50 3004+00 3004+50 3005+00 3005+50

Profile grade

Existing ground

E = 2083581.821

N = 1465141.617

3001+00

Schedule A

BEGIN SITE REPAIR

E= 2083540.431

N= 1465383.845

Schedule A

3003+50

END SITE REPAIR

Subexcavation limits

50'25'0

Scale in Feet monument sign, do not disturb

Existing Rim Rock Drive existing asphalt pavement

Saw cut and remove surround of entry station to existing concrete curb

Tie concrete drive pad

D1 do not disturb

Existing entry station, NOTE:

Utilities present around entry station, locations and depths unknown.1.

OPTION X

PLAN

EAST ENTRANCE

see Standards 501-1 and 501-2

Concrete drive pad, 10" depth

70'

TYPICAL SECTION CONCRETE PAD

See Special 636-A. Exact location as directed by the CO.

Install Inductive Traffic Loop

Roadway Aggregate, Method 2

Minor Concrete Pavement, Reinforced

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

L N

E a s tE n tr a n c e S ta ti o n .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

F L A

G P

O L E

STONE SIGN BASE

F L A

G P

O L E

DROP INLET PROTECTION (TYPE C)

PREFABRICATED FILTER INSERTDROP INLET PROTECTION (TYPE A)

SEDIMENT LOG

Back of curb

Face of curb

1-bag high

Spillway

PLAN VIEW - INLET AT SAG

high

1-bag

Spillway

SECTION A-A

Sediment log in full contact with the ground

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 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

See Note 6

Accumulated sediment

Sediment log

Drop inlet grate

Expansion restraint

Prefabricated filter insert

Dump straps (2 each)

Lifting loops (2 each)

Drop inlet

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

REVISED:

DETAIL

U.S. CUSTOMARY DETAIL

DETAIL APPROVED FOR USE

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

Sheet 1 of 2

NOTE:

9" ø min. sediment log

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAILDETAIL APPROVED FOR USE

REVISED: 08/2014

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 undisturbed soil.

than 24" on center. Drive stakes 12" (min.) into

Install sediment logs with stakes spaced no more as approved by the CO.

Select the inlet protection device to fit field conditions

PROTECTION

TEMPORARY INLET

C157-51

SECTION C-C

Overflow water

Filtered

DROP INLET PROTECTION (TYPE D1)

BLOCK AND GRAVEL

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

Sediment laden runoff

Accumulated sediment

Overflow

Curb inlet

SECTION 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

Wire mesh

See Note 2 Inlet protection device

See Note 1

Gravel filter

Wire mesh

STATE PROJECT

M N C

O c o lm

R o a d w a y C

A D

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

REVISED:

DETAIL APPROVED FOR USE

U s e r r o x a n n ie .g o n z a le z

NUMBER

SHEET

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

PROTECTION

TEMPORARY INLET

Sheet 2 of 2

C157-51

12" min.

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

2" min.

Trench

Flow

12" min.

C le a r in g

L im it

S lo p ta k e

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

Trench 2" min.

uphill side of fiber roll

Place excavated material on

STATE PROJECT

NUMBER

SHEET

M N C

O c o lm

R o a d w a y C

A D

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

U s e r r o x a n n ie .g o n z a le z

AT CULVERT OUTLET

FIBER ROLL

See Note 3 outlets fiber rolls around culvert

Install 2 - 9" Ø min. x 10'

See no te 3 flared end section

Culvert inlet with

See no te 3

AT CULVERT INLET

FIBER ROLL

flared end section

Culvert outlet with inlets fiber rolls around culvert

Install 3 - 9" Ø min. x 10'

157-A 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

Flow

D ire c tio n o f ru n o ff

Flow

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

FIBER ROLL JOINT DETAIL

FIBER ROLL SLOPE…

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