NM FLAP TAO CB110(1) Plans.pdf

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

PLANS FOR PROPOSED

PROJECT MANAGER

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

FOR

DATE:

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

SPECIFICATIONS:

RATON

ALBUQUERQUE

SANTA FE

SOCORRO

LAS

LAS

CRUCES

VEGAS

Tucumcari

Farmington

Taos

Santa Rosa

Roswell

Carlsbad

Alamogordo

Silver

City

Cuba

Bernalillo

Dulce

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

COLORADO

OKLA.

T E

X A

S

TEXAS

MEXICO

A R I Z

O N

A

KEY MAP OF NEW MEXICO

VETERANS MEMORIAL ROAD

A1

NM FLAP TAO CB110(1)

PROJECT LOCATION

NM FLAP TAO CB110(1)

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

BUREAU OF LAND MANAGEMENT

U.S. DEPARTMENT OF THE INTERIOR

e(max) ---------------

V --------------------

T --------------------

D --------------------

DHV ------------------

ADT (2042) -----------

ADT (2022) -----------

DESIGN DESIGNATIONS:

Haile

APPROVED:

DATE:

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

RECOMMENDED

PLANS PREPARED BY

Denver, CO 80202-4824

Suite 3400

1670 Broadway

HDR Engineering, Inc.

NO SCALE

TAOS

EL PRADO

PILAR

CARSON

DE TAOS

RANCHOS

Veterans Memorial Road

NM FLAP TAO CB110(1)

Begin Project

11+70.00

Veterans Memorial Road

NM FLAP TAO CB110(1)

End Project

156+21.00 and pavement markings widening, earthwork, drainage, Road rehabilitation and shoulder

TYPE OF CONSTRUCTION:

8%

35 MPH

Not Available

0.55 typ.

Not Available

<400

LENGTH 2.74 miles

TAOS COUNTY

RIO GRANDE del NORTE NATIONAL MONUMENT

BUREAU OF LAND MANAGEMENT

FIELD MANAGER, TAOS FIELD OFFICE,

7.3 MILES

TO TAOS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

T L C

B T

A O .d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

9/1/2021

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

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.

HW

horiz.

hex.

HES

hdwl.H 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 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

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

Ø

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

P

M c p w w o r k in g c e n tr a l0 d S

Y M C

B T

A O .d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

VETERANS MEMORIAL ROAD

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

36 31

36 31

6 1

ˆ

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)

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

STATE PROJECT

P

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Y M C

B T

A O .d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

VETERANS MEMORIAL ROAD

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SURVEY CONTROL

A4

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d C

T L C

B T

A O .d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S

T E C

B T

A O .d

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

VETERANS MEMORIAL ROAD

SITE MAP

A5

3600'1200'0

Scale in Feet

St at e R oa d

Veterans Memorial Road

NM FLAP TAO CB110(1)

End Project

156+21.00

Veterans Memorial Road

NM FLAP TAO CB110(1)

Begin Project

11+70.00

L o s C o r d o v a s R d

A d a m s R d

P a s e o d e l a B a r r a n c a

Ri o

Pu eb lo d e

Ta os

National Monument Parking

Rio Grande del Norte

To Taos, NM 7.3 miles

30043003

Veteran's Cemetery.

Construction Staging location

D e s e rt F lo w e r A v e

C ir c le

A r r o y o D e l

A la m o from Arroyo Del Alamo Circle.

Contractor Staging Area. Access

A r r o y o D e l

A la m o C ir c le

TYPICAL SECTIONS

A6

STATE PROJECT

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Y P C

B T

A O

.d

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

TYPICAL EXISTING SECTION

Traveled WayTraveled Way

Existing Slope

Variable

Exis ting Slo peVari able Length (feet)Station to Station Description

LENGTH OF PROJECT

2.74

TOTAL (ft)

TOTAL (mile)

NO SCALE

NOTE:

ground

Existing

3'

11+70 to 156+21 14,457

14,457

3.

pavement placed in two lifts

3" asphalt concrete

Clearing and Construction Limits

Existing Pavement Width Varies 22' Average

11'

Shldr

2'

Slope stake limit

Prime coat, method 1 and base) existing asphalt pavement

Cement (Pulverize and compact

6" Full Depth Reclamation with Tack coat (between lifts)

3.

Method 2

4" Roadway Aggregate, 1.

4.4.

1:

Seeding and

See Detail B

See Detail A

DETAIL A

necessary for drainage and appearance.

concrete pavement. Shape and compact as

(pay item 30202-2000) after placement of asphalt

Shoulder up with Roadway Aggregate, Method 2 for structural section details

See Mainline Typical Section

Construct 30° pavement edge (safety edge) top asphalt)

Fog seal (applied to

1:4

DETAIL B

pavement

Asphalt concrete pavement

Asphalt concrete

0.6'

(safety edge) pavement edge

Construct 30° of aggregate surfacing.

of asphalt over 1-5 inches

Approximately 2-inches

Add 1" Roadway Aggregate, Method 2

1:4

2' Shld.

81+78 to 156+21

Transition to 28+48

11+70 to 27+98

TYPICAL SECTION

County Road 110 necessary for drainage and appearance.

concrete pavement. Shape and compact as

(pay item 30202-2000) after placement of asphalt

Roadway Aggregate, Method 2

15+31 to 15+81

Transition to 14+98

14+33 to 14+81

15+21 to 15+71

Transition to 14+86

14+17 to 14+70 mulching limits mulching limits

0.6' 0.6'

TYPICAL SECTION

MGS GUARDRAIL

1:

TYPICAL SECTION

MGS GUARDRAIL

Hinge point grade

Finishedtr a v e le d w a y

E d g e o f

1'

:2 mulching limits

3.

ground

Existing

Clearing and Construction Limits

:2

1:

1:

0.6'

2' stake limit

Slope

Method 2 4" Roadway Aggregate, Hinge pointgrade

Finished tr a v e le d w a y

E d g e o f

1'

:2

3.

ground

Existing

Clearing and Construction Limits

:2

2' stake limit

Slope

Method 2 4" Roadway Aggregate, directed by the CO.

foreslopes as necessary, but not steeper than 1:2 as

4. Construct foreslope as shown or flatter. Steepen the curves.

3. Match existing cross slope and superelevation in horizontal coat to the first lift prior to placing the second lift.

2. Place asphalt concrete pavement in two lifts. Apply tack pavement conditions.

Pavement Report for more information on existing

Material and blend with the pulverized material. See the

Aggregate with the existing material. Place Cementitious existing pavement to a depth of 6"and blend the

1. Place 1" of Roadway Aggregate, Method 2. Pulverize the

A7

TYPICAL SECTIONS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

Y P C

B T

A O

.d

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

NO SCALE

Hinge point grade

Finished tr a v e le d w a y

E d g e o f

1'

1:2

TYPICAL SECTION

MGS GUARDRAIL

TYPICAL SECTION

MGS GUARDRAIL

Transition to 81+78

28+48 to 81+28

TYPICAL SECTION

Transition to 15+31

14+98 to 15+14

Transition to 15+21

14+86 to 15+03

NOTE:

15+00.

5. Steepen slopes to accomodate guardrail at the culvert near directed by the CO.

foreslopes as necessary, but not steeper than 1:2 as

4. Construct foreslope as shown or flatter. Steepen the curves.

3. Match existing cross slope and superelevation in horizontal coat to the first lift prior to placing the second lift.

2. Place asphalt concrete pavement in two lifts. Apply tack pavement conditions.

Pavement Report for more information on existing

Material and blend with the pulverized material. See the

Aggregate with the existing material. Place Cementitious existing pavement to a depth of 6"and blend the

1. Place 2" of Roadway Aggregate, Method 2. Pulverize the ground

Existing limit

Slope stake

Traveled WayTraveled Way ground

Existing

3.

pavement placed in two lifts

3" asphalt concrete

Clearing and Construction Limits

Shldr

2'

Slope stake limit

Prime coat, method 1 and base) existing asphalt pavement

Cement (Pulverize and compact

6" Full Depth Reclamation with Tack coat (between lifts)

3.

Method 2

4" Roadway Aggregate, 1.

4.4.

1:

See Detail B

See Detail A top asphalt)

Fog seal (applied to

Add 2" Roadway Aggregate, Method 2

1:4 mulching limits mulching limits

0.6' 0.6'

1:

Clearing and Construction Limits

3.

Method 2 4" Roadway Aggregate, Hinge point grade

Finished tr a v e le d w a y

E d g e o f

1'

1:2 ground

Existing limit

Slope stake

Clearing and Construction Limits

3.

Method 2 4" Roadway Aggregate,

5. 5.

1:21:

NO SCALE

Mainline

V a ria b le

(1:6 desi rable )1:4 o r flat ter

SECTION A-A

(1:6 desirable)

1:4 or flatter 2.

2.

NOTE:

edge subgrade

Normal 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

APPROACH ROADS

TYPICAL SECTIONS

Variable

W

Variable

3' minimum

A

A

M a in li e

Approach Road

Flatten slope

7.

3.

7.

2.

pavement edge

Asphalt concrete

End Section A-A

R

R shown may be varied ±20°.

Under special conditions, the approach road angle

LL

4.

3.

2.

1.

approach road centerline.

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

Vary radii to fit unusual field conditions. Do not reduce

TYPE A

TYPICAL PLAN

APPROACH ROAD

roads with widths greater than 15 feet.

Apply the normal crown section to approach thicknesses and foreslopes.

Refer to mainline typical sections for structural section 5.

TYPICAL TYPE A PROFILE

A8

Total Length road connection on plan and profile sheet

Example of symbol showing standard approach

1.

Type

Mainline stationing grade (optional)

Typical maximum design

A

Method 2

Aggregate, Roadway

4" Roadway Aggregate, Method 2 type A.

Grade is from the edge of roadway for approach road

5. 5.

4. 4.

7.

6.

Existing approach

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

Y P C

B T

A O

.d

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

VETERANS MEMORIAL ROAD

Sheet and Description

B03 B04 B05

Miscellaneous

Summaries

Surfacing

Summary

Miscellaneous

Summaries Allowance

Bid

Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 2.740 2.740

A0030 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 27 27

A0040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 1 1

A0050 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 2.74 2.74

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0070 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0090 15701-0000 SOIL EROSION CONTROL (TEMPORARY CONSTRUCTION CONTROLS) LPSM All ALL SEE SCR SECTION 157

A0100 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM All ALL SEE SCR SECTION 157

A0110 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0120 20101-0000 CLEARING AND GRUBBING ACRE 3.90 0.10 4.00

A0130 20302-0100 REMOVAL OF BOX CULVERT LNFT 60 5 65

A0140 20302-1200 REMOVAL OF GUARDRAIL LNFT 601 34 635

A0150 20420-0000 EMBANKMENT CONSTRUCTION CUYD 375 25 400

A0160 25101-2500 PLACED RIPRAP, METHOD B, CLASS 5 CUYD 132 18 150

A0170 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 4,193 307 4,500

A0180 30502-0600 FULL DEPTH RECLAMATION WITH CEMENT, 6-INCH DEPTH SQYD 37,360 1,940 39,300

A0190 30510-0000 CEMENTITIOUS MATERIAL TON 504 26 530

A0200 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 6,244 256 6,500

A0210 40601-0000 FOG SEAL TON 16 1 17

A0220 41102-1000 PRIME COAT, METHOD 1 SQYD 37,360 1,940 39,300

A0230 41105-0000 BLOTTER TON 63 7 70

A0240 41201-0000 TACK COAT TON 16 1 17

A0250 60103-2080 CONCRETE, HEADWALL FOR 72-INCH EQUIVALENT DIAMETER PIPE Include head/cutoff

CULVERT walls, wingwall, and

EACH 2 2 outlet apron.

A0260 60220-1200 6 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT LNFT 48 7 55

A0270 60711-0000 REPAIRING DRAINAGE STRUCTURE LPSM All ALL

A0280 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 100 25 125 Apply weathering agent

A0290 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 4 4 Apply weathering agent

A0300 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0310 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A0320 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

A0330 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0340 62301-0000 GENERAL LABOR HOUR 20

A0350 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SURVEY

ASSESSMENT) HOUR 20

A0360 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 120

MileStone: 100% Submittal

Date Completed: 08/30/21

Report Date: 08/30/21

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -A u g -2

:3 P

M

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated

Quantities c p w w o rk in g \c e n tr a l0

\d

N M

T A O

S O

Q

.x ls m ]S h e e t

STATE PROJECT

B1

NM FLAP TAO CB110(1)

VETERANS MEMORIAL ROAD

NM

SHEET

NUMBER

Sheet and Description

B03 B04 B05

Miscellaneous

Summaries

Surfacing

Summary

Miscellaneous

Summaries Allowance

Bid

Schedule

A0370 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 1.9 0.1 2.0

A0380 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 1.9 0.1 2.0

A0390 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 115,728 2 115,730

A0400 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM All ALL

A0410 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM LPSM All ALL

A0420 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

A0430 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 90 90

A0440 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

A0450 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 30 30

A0460 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 57,972 28 58,000

A0470 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 500 500

A0480 63701-0000 FIELD OFFICE EACH 1 1

-A u g -2

:3 P

M

MileStone: 100% Submittal

Date Completed: 08/30/21

Report Date: 08/30/21 c p w w o rk in g \c e n tr a l0

\d

N M

T A O

S O

Q

.x ls m ]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of Estimated

Quantity

STATE PROJECT

B2

NM FLAP TAO CB110(1)

VETERANS MEMORIAL ROAD

NM

SHEET

SUMMARIES

MISCELLANEOUS

B3

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B C

B T

A O

.d

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

VETERANS MEMORIAL ROAD

B4

SUMMARY

SURFACING

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B C

B T

A O

.d

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

VETERANS MEMORIAL ROAD

B5

SUMMARIES

MISCELLANEOUS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B C

B T

A O

.d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

VETERANS MEMORIAL ROAD

,7

.0

V P I

E L

,6

.1

-2.631%

-5.677%

120' VC

K = 39

SSD = 414'

V P I

E L

,6

.9

-5.677% +5.7 63%

250' VC

K = 22

V P I

E L

,7

.5

+5.7 63%

+1.380%

340' VC

K = 78

SSD = 416'

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

N P C

B T

A O

.d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

PRC 1

2+35.

P T

.1

P C

.9

P C

C

.7

P C

.2

11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+0010+00

Curve = P_CB1101

PI 11+78.82

D

R = 105.00'

T = 131.58'

L = 188.43'

Curve = P_CB1102

PI 13+78.87

D

R = 190.00'

T = 143.21'

L = 245.44'

Curve = P_CB1103

PI 20+19.49

D

R = 1,080.00'

T = 181.57'

L = 359.78'

Curve = P_CB1102

Curve = P_CB1103

Curve = P_CB1101

Curve Data

200'100'0

Scale in Feet

C1

C Veterans Memorial RoadL

Edge of Pavement

Edge of Pavement

Pavement Marking

Double Solid Yellow

Begin Centerline

11+70.00

Pavement Marking

Edge Solid White

Pavement Marking

Edge Solid White

Match Existing

Begin Project

11+70.00

Existing ground

A 12+12

E: 1798868.0483

N: 1946854.7774

NM FLAP TAO CB110(1)

Begin Project

11+70.00

6693.5061

Existing 2-108" CMPs

14+97, 15+12, Repair

R e p a ir e x is ti n g C

M P

National Monument parking

Rio Grande del Norte system over culverts.

for long-span

See Guardrail Detail Sheet

E: 1798868.0483

N: 1946854.7774

NM FLAP TAO CB110(1)

Begin Project

11+70.00

Ephemeral Drainage

Ephemeral Drainage

PLAN AND PROFILE VETERANS MEMORIAL ROAD

Remove Existing Guardrail

Lt/Rt (See C617 Details)

Guardrail Terminal Section, Lt/Rt (See C617 Details)

Guardrail Terminal Section, Guardrail System Lt/Rt

(See C617 Details)

1.

NOTE:

before construction. Protect in place.

Signing will be completed by Taos County

Pavement Marking

Begin Edge Line, Solid White

11+70.00, 11.00' Lt

Pavement Marking

Begin Edge Line, Solid White

11+70.00, 11.00' Rt

Yellow Pavement Marking

Centerline Double Solid reposition.

compensation for boulder end section. No additional to construct terminal

Move boulders as necessary

Proposed Grade

PROFILE FOR INFORMATION ONLY

Shoulder

Edge of Aggregate

MGS Guardrail Type 2

MGS Tangent Terminal Section, 14+41 to 16+06 Lt

MGS Guardrail Type 2

MGS Tangent Terminal Section, 14+43 to 16+03 Rt

14+17

14+67

15+81

15+31

UTILITY

PEDESTAL

3002 67

UTILITY

PEDESTAL

UTILITY

PEDESTAL

P C

C

.7

P T

.8

P I

.0

P I

.9

P I

.4

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

N P C

B T

A O

.d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

V P I

E L

,7

.2

6+1.380% +3.631

210' VC

K = 93

V P I

E L

,7

.7

+3.631

-0.478%

660' VC

K = 161

SSD = 589'

V P I

E L

,7

.7

-0.478% +0.712%

165' VC

K = 139

30+00 37+0023+00 24+00 25+00 26+00 27+00 29+00 31+00 32+00 33+00 34+00 35+00 36+0028+00

67606760

200'100'0

Scale in Feet

Curve = P_CB1104

Curve = P_CB1104

PI 23+81.10

D

R = 2,420.00'

T = 183.40'

L = 366.11'

Curve = P_CB1104

PI 23+81.10

D

R = 2,420.00'

T = 183.40'

L = 366.11'

Curve Data

C Veterans Memorial RoadL

Existing ground

Pavement Marking

Edge Solid White

Edge of Pavement Pavement Marking

Edge Solid White

Edge of Pavement

C2

AA

PLAN AND PROFILE VETERANS MEMORIAL ROAD

(Do Not Disturb)

Existing 30" CMP

D o N o t

D is tu r b

E x is ti n g

C

M P

1.

NOTE:

before construction. Protect in place.

Signing will be completed by Taos County

Yellow Pavement Marking

Centerline Double Solid

Edge of Aggregate Shoulder

PROFILE FOR INFORMATION ONLY

Proposed Grade

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

67456745

P I

.2

P C

.3

P T

.8

P I

.5

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

N P C

B T

A O

.d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

+0.712%

V P I

E L

,7

.5

+0.712% -0.004%

100' VC

K = 140

SSD = 1557'

V P I

E L

,7

.5

-0.004% +2.595%

170' VC

K = 65

V P I

E L

,7

.5

+2.595% +0.343%

285' VC

K = 127

SSD = 622'

V P I

E L

,7

.9

+0.343% +1.975%

285' VC

K = 175

+1.975%

85' VC

K = 101

SSD = 1325'

51+0037+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00

Curve = P_CB1105

200'100'0

Scale in Feet

Curve = P_CB1105

PI 44+80.79

D

R = 2,800.00'

T = 164.44'

L = 328.51'

C3

C Veterans Memorial RoadL

Existing ground

Pavement Marking

Edge Solid White

Edge of Pavement

Pavement Marking

Edge Solid White

Curve Data

Edge of Pavement

A

A

PLAN AND PROFILE VETERANS MEMORIAL ROAD

(Do Not Disturb)

Existing 30" CMP

(Do Not Disturb)

Existing 24" CMP

D o N o t

D is tu r b

E x is ti n g

C

M P

D o N o t

D is tu r b

E x is ti n g

C

M P

A

A

A

A

1.

NOTE:

before construction. Protect in place.

Signing will be completed by Taos County

Yellow Pavement Marking

Centerline Double Solid

Edge of Aggregate Shoulder

PROFILE FOR INFORMATION ONLY

UTILITY

PEDESTAL

UTILITY

PEDESTAL

6765 6765

P I

.5

P I

.5

P C

.2

P T

.3

P I

.3

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

N P C

B T

A O

.d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

V P I

E L

,7

.8

+1.975% +1.134%

85' VC

K = 101

SSD = 1325'

V P I

E L

,7

.5

2+1.134%

+5.1 41%

340' VC

K = 85 V

P I

E L

,7

.8

+5.1 41%

-2.769%

390' VC

K = 49

SSD = 326'

V P I

E L

,7

.9

-2.769% +1.031%

260' VC

K = 68

V P I

E L

,7

.8

+1.031% +4.91

5%

100' VC

K = 26 +4.91

5%

65+0051+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00

Curve = P_CB1106

200'100'0

Scale in Feet

Curve = P_CB1106

PI 58+66.83

D

R = 5,700.00'

T = 170.58'

L = 341.05'

Curve Data

C4

Pavement Marking

Edge Solid White Edge of Pavement

C Veterans Memorial RoadL Edge of Pavement

Pavement Marking

Edge Solid White

Existing ground

PLAN AND PROFILE VETERANS MEMORIAL ROAD

A

D o N o t

D is tu r b

E x is ti n g

C

M P

(Do Not Disturb)

Existing 36" CMP

A A

A

1.

NOTE:

before construction. Protect in place.

Signing will be completed by Taos County

Yellow Pavement Marking

Centerline Double Solid

PROFILE FOR INFORMATION ONLY

Edge of Aggregate Shoulder

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

67856785

UTILITY

PEDESTALUTILITY

PEDESTAL

P I

.3

P I

.0

P I

.1

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P C

B T

A O

.d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

V P I

E L

,7

.8

+4.91 5%

+2.166%

185' VC

K = 67

SSD = 485'

V P I

E L

,7

.8

+2.166% +0.249%

110' VC

K = 57

SSD = 618'

V P I

E L

,7

.9

+0.249% +1.788%

230' VC

K = 149

V P I

E L

,7

.7

8+1.788%

+6.8

370' VC

K = 73

79+0065+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00

200'100'0

Scale in Feet

C5

Pavement Marking

Edge Solid White

Edge of Pavement

Pavement Marking

Edge Solid White

Existing ground

C Veterans Memorial RoadL

PLAN AND PROFILE VETERANS MEMORIAL ROAD

A

Pavement

Edge of Place Concrete Headwall

68206820

(Do Not Disturb)

Existing 24" CMP

D o N o t

D is tu r b

E x is ti n g

C

M P

'x

'x

'x

P la c e R ip r a p

C la s s L

T

P la c e C o n c r e te H e a d w a ll

P la c e

L

F 'x

R C

B C

C M

P a n d 'x

R C

B C

R e m o v e e x is ti n g x

(Do Not Disturb)

Existing 24" CMP

D o N o t

D is tu r b

E x is ti n g

C

M P

A A Ephemeral Drainage

Ephemeral Drainage

1.

NOTE:

before construction. Protect in place.

Signing will be completed by Taos County

Yellow Pavement Marking

Centerline Double Solid

Edge of Aggregate Shoulder

PROFILE FOR INFORMATION ONLY

Proposed Grade

Concrete Box Culvert

6'x4' Reinforced

69"x46" CMP and install

77+24 Remove Existing

9/2/2021

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

P I

.0

P I

.5

P I

.4

P C

.6

P C

C

.0

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

N P C

B T

A O

.d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

+6.8

V P I

E L

,8

.5

+6.8

+4.05 6%

185' VC

K = 65

SSD = 474'

V P I

E L

,8

.6

+4.05 6%

-1.510%

215' VC

K = 39

SSD = 301'

V P I

E L

,8

.3

-1.510% +3.99

3%

270' VC

K = 49

V P I

E L

,8

.7

+3.99 3%

270' VC

K = 62

SSD = 382'

79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00

200'100'0

Scale in Feet

C6

Curve = P_CB1107

Curve = P_CB1107

PI 90+19.85

D

R = 5,097.51'

T = 122.23'

L = 244.41'

Curve Data

Pavement Marking

Edge Solid White

Edge of Pavement

Edge of Pavement

Pavement Marking

Edge Solid White

Existing ground

C Veterans Memorial RoadL

A

PLAN AND PROFILE VETERANS MEMORIAL ROAD

D o N o t

D is tu r b

E x is ti n g

C

M P

(Do Not Disturb)

Existing 36" CMP

A

A

A

1.

NOTE:

before construction. Protect in place.

Signing will be completed by Taos County

Yellow Pavement Marking

Centerline Double Solid

PROFILE FOR INFORMATION ONLY

Shoulder

Edge of Aggregate

6820 6820

5 6825

UTILITYPEDESTAL

UTILITYPEDESTAL

UTILITYPEDESTAL

P C

C

.0

P T

.3

P I

.8

P C

.1

P T

.9

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

N P C

B T

A O

.d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

V P I

E L

,8

.7

+3.99 3%

-0.374%

270' VC

K = 62

SSD = 382'

V P I

E L

,8

.0

-0.374% +0.104%

100' VC

K = 209 V P I

E L

,8

.1

+0.104% -0.364%

100' VC

K = 214

SSD = 2355'

V P I

E L

,8

.6

-0.364% +1.032%

150' VC

K = 107

V P I

E L

,8

.8

+1.032% -3.464%

330' VC

K = 73

SSD = 405'

V P I

E L

,8

.3

-3.464% +9.

6%

340' VC

K = 27

93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00

92+00

200'100'0

Scale in Feet

Curve = P_CB1108

Curve = P_CB1109

Curve = P_CB1108

PI 94+47.72

D

R = 2,500.00'

T = 305.69'

L = 608.36'

Curve = P_CB1109

PI 103+05.54

D

R = 11,000.00'

T = 130.38'

L = 260.75'

Curve Data

C7

Existing ground

Pavement Marking

Edge Solid White

Edge of Pavement

Pavement Marking

Edge Solid White Edge of Pavement

C Veterans Memorial RoadL

PLAN AND PROFILE VETERANS MEMORIAL ROAD

A

D o N o t

D is tu r b

E x is ti n g

C

M P

(Do Not Disturb)

Existing 24" CMP

D o N o t

D is tu r b

E x is ti n g

C

M P

(Do Not Disturb)

Existing 36" CMP

D o N o t

D is tu r b

E x is ti n g 'x

C B

C

(Do Not Disturb)

Existing 6'x4' CBC

A

Ephemeral Drainage

Ephemeral Drainage

Drainage

Ephemeral

1.

NOTE:

before construction. Protect in place.

Signing will be completed by Taos County

Yellow Pavement Marking

Centerline Double Solid

Edge of Aggregate Shoulder

PROFILE FOR INFORMATION ONLY

6820 6820

68206825

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

68556855

P C

.3

P T

.3

P C

.6

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

N P C

B T

A O

.d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

+9.

6%

V P I

E L

,8

.1

+9.

6%

+0.928%

330' VC

K = 40

SSD = 293'

V P I

E L

,8

.3

+0.928% -1.595%

V P I

E L

,8

.9

-1.595% -0.785%

235' VC

K = 290

V P I

E L

,8

.4

-0.785% +1.569%

95' VC

K = 40

V P I

5+1.569%

315' VC

K = 58

SSD = 500'

K = 57

145' VC

107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00

200'100'0

Scale in Feet

106+00

Curve = P_CB11010

Curve = P_CB11011

Curve = P_CB11010

PI 108+98.82

D

R = 2,170.00'

T = 184.43'

L = 367.97'

Curve = P_CB11011

PI 119+65.59

D

R = 7,020.00'

T = 378.96'

L = 757.18'

Curve Data

C8

Pavement Marking

Edge Solid White

Edge of Pavement

Edge of Pavement

Pavement Marking

Edge Solid White

Existing ground

C Veterans Memorial RoadL

PLAN AND PROFILE VETERANS MEMORIAL ROAD

A

(Do Not Disturb)

Existing 6'x4' CBC

(Do Not Disturb)

Existing 2-30" CMP

(Do Not Disturb)

Existing 36" CMP

D o N o t

D is tu r b

E x is ti n g C

M P

D o N o t

D is tu r b

E x is ti n g

C

M P

A

Ephemeral Drainage

Ephemeral Drainage

1.

NOTE:

before construction. Protect in place.

Signing will be completed by Taos County

Yellow Pavement Marking

Centerline Double Solid

PROFILE FOR INFORMATION ONLY

Edge of Aggregate Shoulder

P

M c p w w o r k in g c e n tr a l0 d P

N P C

B T

A O

.d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

V P I

E L

,8

.7

7+1.569%

+7.0

315' VC

K = 58

V P I

E L

,8

.2

+7.0

-1.132%

330' VC

K = 40

SSD = 295'

V P I

E L

,8

.7

-1.132% +1.046%

250' VC

K = 115

V P I

E L

,8

.4

+1.046% -0.010%

80' VC

K = 76

SSD = 1062'

V P I

E L

,8

.4

-0.010% -4.876%

220' VC

K = 45

SSD = 332'

UTILITYPEDESTAL

UTILITYPEDESTAL

UTILITYPEDESTAL

6885 UTILITYPEDESTAL

UTILITYPEDESTAL

6890 6890

68906890

P T

.8

P I

.7

P I

.6

121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00

200'100'0

Scale in Feet

120+00

C9

Pavement Marking

Edge Solid White

Edge of Pavement

Pavement Marking

Edge Solid White

Existing ground

Edge of Pavement

C Veterans Memorial RoadL

A

PLAN AND PROFILE VETERANS MEMORIAL ROAD

D o N o t

D is tu r b

E x is ti n g

C

M P

(Do Not Disturb)

Existing 24" CMP

D o N o t

D is tu r b

E x is ti n g

C

M P

(Do Not Disturb)

Existing 24" CMP

A A

1.

NOTE:

before construction. Protect in place.

Signing will be completed by Taos County

Yellow Pavement Marking

Centerline Double Solid

PROFILE FOR INFORMATION ONLY

Edge of Aggregate Shoulder

68706870

6870 6870 6870 6870

5UTILITYPEDESTAL

UTILITYPEDESTAL

P I

.6

P I

.1

P I

.3

P C

.7

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

N P C

B T

A O

.d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

-4.876%

SSD = 332'

V P I

E L

,8

.7

-4.876%

-0.052%

220' VC

K = 46

V P I

E L

,8

.3

-0.052% +2.404%

160' VC

K = 65

V P I

E L

,8

.8

+2.404% +0.699%

100' VC

K = 59

SSD = 683'

V P I

E L

,8

.7

+0.699% +4.58

2%

175' VC

K = 45

135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00134+00

200'100'0

Scale in Feet

C10

Pavement Marking

Edge Solid White Edge of Pavement

Edge of Pavement Pavement Marking

Edge Solid White

Existing ground

C Veterans Memorial RoadL

PLAN AND PROFILE VETERANS MEMORIAL ROAD

(Do Not Disturb)

Existing 36" CMP

(Do Not Disturb)

Existing 36" CMP

D o N o t

D is tu r b

E x is ti n g

C

M P

D o N o t

D is tu r b

E x is ti n g

C

M P

(Do Not Disturb)

Existing 36" CMP

D o N o t

D is tu r b

E x is ti n g

C

M P

Ephemeral Drainage

1.

NOTE:

before construction. Protect in place.

Signing will be completed by Taos County

Yellow Pavement Marking

Centerline Double Solid

Edge of Aggregate Shoulder

PROFILE FOR INFORMATION ONLY

6870 6875

UTILITY

PEDESTAL

WATER

P I

.3

P C

.7

P T

.0

P I

.3

P O

T

.0

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

N P C

B T

A O

.d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

+0.699%

V P I

E L

,8

.7

+0.699% +4.58

2%

175' VC

K = 45

V P I

E L

,8

.9

+4.58 2%

+1.775%

175' VC

K = 62

SSD = 472'

V P I

E L

,8

.6

3+1.775%

+6.5 05%

270' VC

K = 57

V P I

E L

,9

.7

+6.5 05%

+3.418

80' VC

K = 26

SSD = 390'

,9

.1

147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00

200'100'0

Scale in Feet

Curve = P_CB11012

Curve = P_CB11012

PI 149+80.00

D

R = 910.00'

T = 115.28'

L = 229.33'

Curve Data

C11

Pavement Marking

Edge Solid White

Edge of Pavement

Edge of Pavement

C Veterans Memorial RoadL

Pavement Marking

Edge Solid White

Existing ground

Match Existing

End Construction

156+21.00

PLAN AND PROFILE VETERANS MEMORIAL ROAD

E: 1813124.6116

N: 1947804.0120

NM FLAP TAO CB110(1)

End Project

156+21.00

D o N o t

D is tu r b

E x is ti n g

C

M P

(Do Not Disturb)

Existing 36" CMP

Ephemeral Drainage

E: 1813124.6116

N: 1947804.0120

NM FLAP TAO CB110(1)

End Project

156+21.00

1.

NOTE:

before construction. Protect in place.

Signing will be completed by Taos County

Yellow Pavement Marking

Centerline Double Solid

White Pavement Marking

End Edge Line Solid

156+21.00, 11.00' LT

White Pavement Marking

End Edge Line Solid

156+21.00, 11.00' RT

Yellow Pavement Marking

Double Solid

End Centerline

156+21.00

PROFILE FOR INFORMATION ONLY

Edge of Aggregate Shoulder

P

M c p w w o r k in g c e n tr a l0 d H

Y D

P

R O

F C

B T

A O

.d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

CLVeterans Memorial Road

D1

6787.5

W

R

W

R

6787.5

0+00 0+25 0+500+250+500+751+00 0+75 1+00

Profile Grade Line

Existing Ground

Slope = 10.17%

Length = 48 LF

Proposed 6' x 4' RCBC

25.69' LT

Sta. 77+23.83

22.21' RT

Sta. 77+24.12

AA

STA 77+24

SECTION A-A

CULVERT PLAN AND PROFILE

50'25'0

Scale in Feet

Ephemeral Drainage

Ephemeral Drainage

Invert Elev. =6781.17 FT.

Invert Elev. =6786.05 FT.

37.5' Long x 16'-28.5' wide x 4' thick

Class 5 Riprap

4' Wide wingwall

4' Wide wingwall

14' 6" Wide wingwall

45° skew wingwall

4' wide, 2' 4" headwall, 15° Skew wingwall

2' 4" headwall, 14' 6" wide, E

C

T

See note 2

Separation Geotextile Class 1 Type A (Non-woven)

NOTES:

item.

Geotextile filter is incidental to the Placed riprap 3.

(Non-woven) conforming to Section 714.01.

Furnish Separation Geotextile Class 1 Type A2.

to the Placed riprap item.

Excavation for placement of riprap is incidental 1.

Culvert = 4%

Approximate Slope for Reinforced Concrete Box

Length = 60 LF

Reinforced Concrete Box Culvert Mid Section

Existing 69" x 46" Elliptical Ends with 6' x 4'

Note: Detail adopted from NMDOT Standard Details. 209-A

F1

AND CBC'S

FOR BRIDGES, WALLS

EXCAVATION AND BACKFILL

209.

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S p .d g

SPECIAL

U.S. CUSTOMARY SPECIAL

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

VETERANS MEMORIAL ROAD

Sheet 1 of 2

Note: Detail adopted from NMDOT Standard Details. 601-A

AND OUTLET APRON

CBC WINGWALL

T1

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S p A .d g

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

Sheet 2 of 2

Note: Detail adopted from NMDOT Standard Details. 601-A

AND OUTLET APRON

CBC WINGWALL

T2

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S p A .d g

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

Sheet 1 of 3

Note: Detail adopted from NMDOT Standard Details. 601-B

T3

CBC HEAD/CUTOFF WALLS

PAYMENT FOR HEADWALL/CUTOFF WALL IS PER SECTION 601.

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S p B .d g

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

Sheet 2 of 3

T4

CBC HEAD/CUTOFF WALLS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S p B .d g

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

Sheet 3 of 3

T5

CBC HEAD/CUTOFF WALLS

P

M c p w w o r k in g c e n tr a l0 d S p B .d g

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

SINGLE OPENING

CONCRETE BOX CULVERT

Sheet 1 of 2

Note: Detail adopted from NMDOT Standard Details. 602-A

T6

ALL CONCRETE SHALL BE SECTION 601.

SPECIAL CONTRACT

REQUIREMENTS.

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S p A .d g

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

SINGLE OPENING

CONCRETE BOX CULVERT

Sheet 2 of 2

Note: Detail adopted from NMDOT Standard Details.

T7

602-A

ANY OTHER SIZES

OF BOX EXTENSIONS NOT COVERED BY THIS MODIFICATION SHALL BE

DONE THROUGH SPECIAL DESIGNS INCLUDED IN THE PROJECT PLANS.

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S p A .d g

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

TEST LEVEL

L

PLAN

6.

5.

4.

3.

2.

1.

embankment

Edge of widened embankment

Edge of widened

PLAN

post section. See Note 4 face of the rail in the standard

Tangent line projected from the post section. See Note 4 face of the rail in the standard

Tangent line projected from the o r f la tt e r

V

H

Hinge point line

See Note 3

Length of Need

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent

Back of post o r f la tt e r

V

H post section

Standard

L

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent

See Note 3

Length of Need terminal grading extents where practical.

Construct a 1V:4H slope outside of the guardrail

Install a reflectorized object marker on the end of the terminal.

taper according to manufacturer's recommendations.

end farther away from the edge of the shoulder, or use a

Install terminal at a 1:25 taper or flatter, to position the manufacturer's recommendations.

necessary to install the tangent terminal according to the manufacturer for a specific product. Adjust grading as begin at post 3. Verify the length of need with the

For design purposes, the length of need is assumed to of site limitations, use the alternative grading layout.

practical within site constraints. If necessary because provided, use the preferred grading layout as much as staking notes or model. If no staking notes or model are

Construct the terminal grading layout as shown in the other details.

recommendations. See manufacturer's drawings for

Install tangent terminal according to the manufacturer's

(FT)

m in m in

12'-6"

12'-6" m in

50 (for MGS)

37.5 or 50 (for G4)

3 (> 45 mph)

2 (= 45 mph)

(min.)

10'-0"

C617-20 m in

AND GRADING

TYPE TANGENT TERMINAL

W-BEAM GUARDRAIL

MGS AND G4

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

U

S E

R

SHEET

REVISED:

DETAIL APPROVED FOR USE 04/2020

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

T8

NOTE:

Back of post

Front of rail face

Front of rail face

PREFERRED GRADING

See Note 6

Guardrail terminal grading

Hinge point line

ALTERNATIVE GRADING

Post section

Standard

L

See Note 6

Guardrail terminal grading

Varies by manufacturer end of terminal not shown.

Terminal posts and

Varies by manufacturer end of terminal not shown.

Terminal posts and fill slope

Variable

TOP symmetry ofCL

FRONTSIDE

BLOCK

GUARDRAIL MOUNT

FLEXIBLE DELINEATOR

steeper than fill slope

Variable slope but not shown on Typical Section

Aggregate base or as

W beam rail on terminal sections

All posts except those

NO SCALE

DETAIL

POST AND BLOCK

SHAPE POST

STRUCTURAL

Note 3

See terminal sections approach and departure

Widening required for

Subgrade shoulder.

1V:10H or flatter slope

TYPICAL GUARDRAIL ELEVATION OMITTED POST DETAIL

terminal sections approach and departure

Widening required for

Subgrade shoulder.

Hinge point terminal sections approach and departure

Widening required for

Subgrade shoulder.

Hinge point

1V:2H or flatter slope

1V:2H or flatter slope

Hinge pointshown on Typical Section

Aggregate base or as shown on Typical Section

Aggregate base or asgroundline at face of rail

Edge of pavement or

1V:10H or flatter slope 1V:10H or flatter slope block (typ.)

Post and rail as applicable ground line at face of

Edge of pavement or

Traffic splice

Mid-span

Lap in direction of traffic

TYPICAL GUARDRAIL CROSS SECTION TYPICAL GUARDRAIL CROSS SECTION TYPICAL GUARDRAIL CROSS SECTION

P o s t le n g th

P o s t le n g th

5.

4.

3.

2.

1.

(See Note 2)

Block its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, including

Dimensional tolerances not shown or implied are intended to be

In erodible or uncompacted soils, increase post length to 8'.

approved by the CO.

the edge line. Other types of delineators may be used as recommendations. Match the color of the reflective element with or mechanical means according to the manufacturer's delineator to the web of the steel post using either an adhesive

Install a flexible hinged delineator every fourth post. Fasten throughout the length of guardrail run.

be wood, plastic, or composite material. Use consistent material

Size of block shown elsewhere on the plans. Block may omitted in locations where the typical guardrail cross section

When encountering impenetrable material, one post may be

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d C .d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

bolts and nuts (8 per splice)

" guardrail splice4 1" x 18

8" or 12" block 8" Block

8' Post

6' Post 6' Post

(one omitted post)

Unsupported span

3" x 4" (min.)

sheeting

Retroreflective

" x 10" or 14" guardrail bolt8

Note 2

See

" plain round washer4

6"

W6 x 9 or W6 x 8.5

"4

" dia.4

" dia. (typ.)4

Note 2

See

"4

6"

N o te

S e e and Details C617-13 or C617-37.

and the hinge point. For all other locations, see Section 617 includes 2-feet (min.) between the back of the guardrail post

6' POST, 8" OR 12" BLOCK 6' POST CENTERED ON HINGE, 8" OR 12" BLOCK 8' POST ON SLOPE, 8" BLOCK

Post spacing 6'-3""2 13'-1

43'-9" (min.)

56'-3" (min.) Distance between omitted posts

(max.)

12'-6"

5" (max.)

(t yp

6" ty p ty p

(typ.)

2'-0" o r

8" or 12"

C617-32

DETAIL APPROVED FOR USE 04/2020

" recess nut8

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

"4

8" or 12"

See Note 2

8" or 12" block

STEEL POSTS

MGS W-BEAM GUARDRAIL

T9 groundline at face of rail

Edge of pavement or

See Note 2

SIDE

TOP

PLAN VIEW

NOTE:

See Note 1

POST FACE

See Note 4

SPAN WITH HEADWALL DETAIL

WOOD POST DETAIL STEEL POST DETAIL CRT POST DETAIL

CRT WOOD POST

PLAN

ELEVATION

Finished grade

PLAN VIEW

FRONT SIDE

POST AND

See Note 1

POST AND

See Note 1 See Note 2

BURIED OBSTRUCTION

BURIED OBSTRUCTION

TOP

Hinge point line

POST THRU

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d C .d g n

NUMBER

SHEET

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

62.5 feet.

finished grade is 2 inches.

or 25'-0" (3 omitted posts)

18'-9" (2 omitted posts)

6'-3"

8"

(min.)

24"

6"

24"

6"

6"

8"

" dia.4 hole (typ.)

" dia.2

12" (min.)12" (min.)

0"

12"

8"

24"

C617-37

DETAIL APPROVED FOR USE 04/2020

LONG-SPAN SYSTEM

MGS W-BEAM GUARDRAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

T10

NOTE:

The minimum length of guardrail, including the end

Use wood posts for CRT posts.

Posts and may be wood or steel.1 8

2 7

5.

4.

3.

2.

1.

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

Rail splice (typ.)

(no nesting required)

Single W-beam rail element

Slope varies

Slope varies

Slope varies

1 2 3 4 6 7 85 the face of the headwall flush ( offset) with

Back of post may be See Note 4

Headwall

Hinge point line

See Details C617-31 or C617-32 for other assembly details.

the maximum height of the culvert headwall above the the finished grade to act as a vertical roadway curb, In locations where the culvert headwall extends above upstream and downstream of posts and is

The minimum length of guardrail, including the end terminals, Use wood posts for CRT posts.

Posts and may be wood or steel.

1 8 1 8 72

See Note 3 See Note 3

PAVEMENT JOINT

AND TOP LIFT

CENTERLINE STRIPING

center line

4" broken yellow yellow center line

4" broken and solid yellow center line

4" solid double

4" or as required by the state.

yellow center line

4" solid double yellow center line

4" solid double

40'

30'10'

10'

40'

30'

C634-50

REVISED: 08/2014

DETAIL APPROVED FOR USE 07/2004

4 4

08/2006

T116" white edge line 6" white edge line 6" white edge line

6" white edge line

6" white edge line

NO SCALE

L w

L w

DETAIL C

Two-way traffic

No passing zone both directions

L w

L w and top lift pavement joint

Striped centerline

Shoulder is applied. See note 2

To be used on curves where curve widening centerline

Staked design

Shoulder is applied. See note 2

To be used on curves where curve widening centerline

Staked design

Shoulder

DETAIL A

Shoulder

DETAIL B

Shoulder w

Staked Centerline and top lift pavement joint

Striped centerline

Staked centerline

CURVE WIDENING ON SIMPLE CURVES (INSIDE)

CURVE WIDENING ON SPIRAL CURVES

CURVE STRIPING DETAIL ON SIMPLE CURVES

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

Two-way traffic

Passing zone both directions

Two-way traffic

No passing zone single lane direction

(Staked)

(Staked)

ON SPIRAL CURVES

STRIPING DETAIL

No Passing Zone

No Passing Zone

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

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

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

L

Length of curve widening

L L s s s s

L w

L w

L w

L w s s s s

L wLength of curve widening

L L

L L

L w s s w

L w

L w s s s s

Paved ditchPaved ditch

4.

3.

2.

1.

to curve widening on simple curves.

Centerline offset striping is only applicable curve widening.

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

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

See Summary for tables showing station

NOTE:

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d C .d

DETAIL APPROVED FOR USE

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.

Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

Additional or different message signs may be required to fit the actual construction conditions.

Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

Ensure all sign supports exposed to impact by traffic meet the requirements of

NCHRP-350 or MASH for crashworthiness.

Maintain two-way traffic during all non-work hours except as approved by the CO.

Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable.

If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

State standards may be used as an alternative if approved by the CO.

Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

B

A as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

A

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S td

.d

STANDARD APPROVED FOR USE XX/XX

STANDARD

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY OFFICE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

DRAFT: 6/2014

T12

NOTE:

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

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

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

CL

NO SCALE

Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S td

.d

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY OFFICE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U S

E R

NM

VETERANS MEMORIAL ROAD

NM FLAP TAO CB110(1)

635-14

6" x 6" or larger.

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

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond = 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INC…