Plans.pdf

PDF 47 MB Posted Apr 14, 2023

Attached to: NM FLAP SIE 10(1) Lakeshore Road Federal contract opportunity
Solicitation number: 6982AF22B000033
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for road improvement work. The solicitation is for the NM FLAP SIE 10(1) Lakeshore Road project to improve safety and access along Lakeshore Road in Elephant Butte State Park, New Mexico. Work will include replacing four existing culverts with new culverts or bridges due to drainage issues. Specific tasks involve removing structures, roadway and structural excavation, installing aggregate base, asphalt, structural concrete, precast girders, reinforcing steel, bridge railing, and drilled shafts. The project aims to enhance long-term public access to recreation areas in Elephant Butte State Park and Reservoir. The federal agency is the Department of Transportation Federal Highway Administration.

View the file

Other files for this federal contract opportunity

Other files attached to NM FLAP SIE 10(1) Lakeshore Road, newest first.
File	Type	Posted
Bid Tabs.pdf	PDF	Jun 6, 2023
Bid Opening Summary.pdf	PDF	May 19, 2023
QnA 5 10 2023.pdf	PDF	May 10, 2023
FP-14_Eng.pdf	PDF	Apr 14, 2023
IFB 6982AF22B000033 Lakeshore Road.pdf	PDF	Apr 14, 2023
NM_FLAP_SIE10(1)_Lakeshore_Final_Hydraulics_Report_wApp.pdf	PDF	Apr 14, 2023
Final Pavements Memo NM FLAP SIE 10(1) Lakeshore Road.pdf	PDF	Apr 14, 2023
NM.FLAP.SIE.10(1).Lakeshore Road.Geotech Rpt FINAL.June 2022_Drilled Shafts Box Culverts.pdf	PDF	Apr 14, 2023
Cross Sections.pdf	PDF	Apr 14, 2023

On GovTribe

Work with this file on GovTribe

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

Try for free Login

Text version

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

PLANS FOR PROPOSED

PROJECT MANAGER

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:

LEAD DESIGNER

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

8 %

40 MPH

15%

60% e(max) ---------------

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

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

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

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

ADT (2043) -----------

ADT (2023) -----------

DESIGN DESIGNATIONS:

Drainage Improvements, Bridge Construction

Road reconstruction, Road rehabilitation, TYPE OF CONSTRUCTION:

DATE:

BUREAU OF RECLAMATION

Dan Staton, P.E. O&M Structures Program Manager

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

DATE:

APPROVED:

OPTION Y LENGTH 0.21 miles

OPTION X LENGTH 0.27 miles

SCHEDULE A LENGTH 0.42 miles

SIERRA COUNTY

BUREAU OF RECLAMATION

LAKESHORE ROAD

NM FLAP SIE 10(1)

D E P

A R T

OF TRANSPO

R T

A T I O

U N

D STATES OF

AME

R I C

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

20000'10000'0

Scale in Feet

RATON

ALBUQUERQUE

SANTA FE

SOCORRO

LAS

CRUCES

VEGAS

Tucumcari

Farmington

Taos

Santa Rosa

Roswell

Carlsbad

Alamogordo

Silver

City

Cuba

Bernalillo

Dulce

INTERSTATE

COLORADO

OKLA.

T E

X A

TEXAS

MEXICO

A R I Z

O N

KEY MAP OF NEW MEXICO

Solomon Haile Adrian Smith

Site 2

Site 3

Site 4

Site 1

Project Location

Lakeshore Road

NM FLAP SIE 10(1)

SCHEDULE A

Site 4 - Cedar Canyon - 110' Span Bridge

Site 1 - Hot Springs Landing - Double CBC

NM FLAP SIE 10(1)

OPTION Y

Site 2 - Rock Canyon - Double CBC

NM FLAP SIE 10(1)

OPTION X

Site 3 - Long Point - 70' Span Bridge

NM FLAP SIE 10(1)

105+00

110+00

N1 9°2

5'2 8"W

N1 7°4

8'3 8"W

N1 0°5

7'4 4"W e = 0.02 ft/ft

'111.82L =

'55.91T =

'3,970.00R =

(RT)01°36'50"Δ =

102+61.22PI

e = 0.0326 ft/ft '272.51L = '136.42T =

'2,280.00R =

(RT)06°50'54"Δ =

107+67.52PI

102+05.31

103+17.13

106+31.10

109+03.62 PT

100+00.00

POB

110+70.54

POE

100+00

101+00

102+00

103+00

104+00

105+00

106+00

107+00

108+00

109+00

110+00

+00

210+00

N2 6°5

3'5 1"E

N2 8°0

8'2 9"E

N2 2°2

9'2 1"W

N1 7°1

8'5 7"W e = 0.0226 ft/ft '75.35L =

'37.67T =

'3,470.00R =

(RT)01°14'39"Δ =

201+17.65PI

e = N/A

'87.13L = '43.59T = '965.00R =

(RT)05°10'23"Δ =

212+15.19PI

e = 0.0752 ft/ft

'532.85L = '285.23T = '603.00R =

(LT)50°37'50"Δ =

207+65.46PI

204+ 80.23

210+13.08

200+ 79.97

201+ 55.32

211+71.59

212+58.72

200+ 00.00

POB

214+84.25

POE

+00

206+

207+00

208+00

209+00

210+00

211+00

212+00

213+00

214+00

310+00

315+00

N66°35 '20"E

N0 2°3

6'0 1"W

N2 8°3

7'5 2"E e = 0.0762 ft/ft

'700.39L =

'400.03T =

'580.00R =

(LT)69°11'20"Δ =

308+73.78PI

3.7

311+74.14 PT

314+00.18 PC

316+ 56.38

0.0

318+ 70.48

POE

00 30 2+

00 30 3+

00 30 4+

00 30 5+

00 30 6+

+00

310+00

311+00

312+00

313+00

314+00

315+00

316+

+00

+00 e = 0.0794 ft/ft '256.19L = '131.36T = '470.00R =

(RT)31°13'53"Δ =

315+31.55PI

400+00

405+00

410+00

415+00

N1 4°0

0'0 3"E

N1 3°0

0'0 6"E

N1 1°2

7'1 0"E e = 0.02 ft/ft '174.38L =

'87.19T = '10,000.00R =

(LT)00°59'57"Δ =

404+22.18PI

e = 0.02 ft/ft

'270.34L = '135.18T = '10,000.00R =

(LT)01°32'56"Δ =

413+60.43PI

403+34.99 PC

405+09.37 PT

412+25.25 PC

414+95.60 PT

400+00.00

POB

417+43.51 POE

400+00

401+00

402+00

403+00

404+00

405+00

406+00

407+00

408+00

409+00

410+00

411+00

412+00

413+00

414+00

415+00

416+00

417+00

D e c e m b e r

S F

S S h e e t]

C A d ri a n

C F

L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\ A

T L N

M S

L a k e s h o re

.d g n

STATE PROJECT

NUMBER

SHEET

LAKESHORE ROAD

NM FLAP SIE 10(1)

Adrian.Smith (Design) Text Box Agency approved by letter

Adrian.Smith (Design) Text Box

Adrian.Smith (Design) Text Box September 12, 2022

SPRING

jointjt.J westWWinteriorint.

vertical point of intersectionVPIincrementincr.

vehicles per hourvphinclusive, includingincl.

verticalvert.inside diameterIDI design speedVVhighwayhwy.

typicaltyp.high waterHW Material Source point of tangent to spiralTShorizontalhoriz.

transversetransv.hexagonhex.

Boring Location (Existing, Proposed) temporary construction easementTCEhomestead entry surveyHES temporary bench markTBMheadwallhdwl.H GEOLOGIC SYMBOLS tangenttan.girdergdr.

townshipT.galvanizedgalv.

tangent lengthTTgage (gauge)ga.G Cattleguard (Existing, Proposed) symmetricalsym.footingftg.

structuralstruc.finishfin.

Fence w/ Gate (Existing, Proposed) straightstr.flared end sectionFES stiffenerstiff.federalFed.

Fence (Existing, Proposed) standardstd.fill facef.f.F stationsta.exteriorext. FENCE & CATTLEGUARD SYMBOLS point of spiral to tangentSTexpansion jointexp. jt.

streetst.excavationexc.

specificationspec.edge of waterEW Fiber Roll (Slope Protection) spacing, Spaces or Spacedspa.and wifeet ux shouldershldr.and otherset al Temporary Inlet Protection sectionsec.edge of roadER point of spiral to curveSCequationEQ or eq.

Silt Fence seasonal average daily trafficSADTedge of pavementEOP southSSEngineer(s)engr(s).

Fiber Roll (Ditch and/or Cut Slope) routerte.embankmentemb.

rightRt. or RTelevationelev.

Riprap reference hubRHelevation with numberEl. 94.066 retaining wallret. wallsuperelevation ratee Rolled Erosion Control Product

ReservationRes.eastEE reservoirres.drawing(s)dwg(s).

Diversion Berm requiredreqd.donation land claimDLC reinforcementreinf.districtDist.

Check Dam reconstructionreconst.distancedist.

roadwayrdwy.diaphragmdiaph.

Bonded Fiber Matrix Mulching roadrd.diagonaldiag.

right-of-wayR/Wdiameterdia. or D EROSION & SEDIMENT CONTROL SYMBOLS rangeR.drop inletDI radiusRRdesign hour volumeDHV quantitiesquant., QtyQdecrementdecr.D Riprap Apron (Proposed) pavementpvmt.culvertculv.

point of tangentPTcontingent sumCTSM Underdrain (Existing, Proposed) pounds per square inchpsicentersctrs.

projectproj.point of curve to spiralCS With Drop Inlet (Existing, Proposed) point on tangentPOTcreekcr.

point on spiralPOScorrugatedcorr.

With Headwalls (Existing, Proposed) point on curvePOCcontinuouscont.

platepl.construction jointconstr. jt.

With End Sections (Existing, Proposed) point of intersectionPIconstructionconstr.

perforateperf.concreteconc.

Pipe Culvert (Existing, Proposed) point of compound curvePCCcolumncol.

point of curvePCPcountyCo.

Box Culvert (Existing, Proposed) outside diameterODcorrugated metal pipeCMP other faceo.f.clearclr.

Bridge (Existing, Proposed) on centerso.c.Ocenter to centerc-c numberno. or #concrete box culvertCBCC negativeneg.bearingbrg.

normal crownNCbridgebr.

Spring northNNbalance pointBP mountain(s)mtn(s).bench markBM River monumentmon.backBK minimummin.beginning, beginbeg.

Wetland maximummax.both facesb.f.B materialmatl.asphaltasph.

Large Creek maintenancemaint.approachappr.

magneticmag.Malternatealt.

Lake, Pond or Reservoir low waterLWaheadAH leftLt. or LTaggregateaggr.

Drainage or Small Creek lump sumLPSMaverage daily trafficADT longitudinallong.abutmentabut.A Flow Arrow latitudelat.diameter� laminationlam.curve delta� Ditch (Existing, Proposed) length of curveLLcenterline

DRAINAGE SYMBOLSABBREVIATIONS

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN 2

N o v e m b e r

S h e e t S h e e t] V ie w s

A d ri a n

C F

L -F

H W

A \s ie

R o a d w a y \C

A D

S h e e ts \A

-G e n s h t\ A

S Y

N M

L a k e s h o re

.d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

LAKESHORE ROAD

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone Section Corner (Found)16

Sanitary Sewer Section Corner (Found, Projected)4

Power Section Corner (Found, Projected)

Oil Right-of-Way Line (Proposed)

Gas Right-of-Way Line (Existing)

Fiber Optic Property Line

CATV

Parcel Number

Underground Utility (Existing, Proposed) Monument (As described)

Telephone Pedestal (Existing, Proposed) Temporary (Proposed)

Telephone Booth (Existing, Proposed) Permanent (Proposed)

Street Light (Existing, Proposed) Permanent (Existing)

Support Pole Anchor (Existing, Proposed) Easements

Support Pole (Existing, Proposed) National Wildlife Refuge

Surface (Existing, Proposed) National Park

Underground (Existing, Proposed) National Forest

Irrigation Ditch Bureau of Land Management

Bureau of Indian Affairs UTILITY SYMBOLS

1/16 Section

Post Mounted (Existing, Proposed) 1/4 Section

Portable (Proposed) Section

Delineator (Existing, Proposed) Township or Range Line

Commercial (Existing, Proposed) City

Signs County

State SIGN SYMBOLS

National

Roadway Obliteration Boundaries

Roadway Centerline (With Station ticks)

Proposed

RIGHT-OF-WAY SYMBOLS

ExistingSurvey Control Point

Edge of Roadway Trail

Toe of FillSpot Elevation

Transition Double Track

Top of Cut Single Track

Slope Stake Limits Railroad

Clearing/Construction LimitsNorth Arrow

Coordinate Grid Tick

ROADWAY SYMBOLS

Building (Existing, Proposed)

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

MAPPING SYMBOLS

Guardwall (Existing, Proposed)Treeline

Guardrail (Existing, Proposed) Tree

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

36 31

0.00EL.

Sheet 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

S e p te m b e r

S h e e t S h e e t] V ie w s

A d ri a n

C F

L -F

H W

A \s ie

R o a d w a y \C

A D

S h e e ts \A

-G e n s h t\ A

S Y

N M

L a k e s h o re

.d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

LAKESHORE ROAD

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created 11/10/20 SJS

CONTROL SHEET9

J u ly

S h e

A d ri a n

F L

-F H

W A

\s ie

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ A

S U

R V

S it e

-5

N M

L a k e s h o re

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

LAKESHORE ROAD

SCHEDULE A

110' Span Bridge

Sta. 400+00.00 - 413+00.00

Site 4 - Cedar Canyon

OPTION X

70' Span Bridge

Sta. 303+13.00 - 318+17.00

Site 3 - Long Point

OPTION Y

Concrete Box Culvert

Sta. 200+00.00 - 211+31.46

Site 2 - Rock Canyon

SCHEDULE A

Concrete Box Culvert

Sta 100+00.00-110+23.95

Site 1 - Hot Springs Landing

Reservoir

Elephant Butte

Lakeshore Road

Lakeshore R oad

3.6 miles

To Highway NM-195N

Scale in Mile

0.25 0.5

10.0 m iles

To Highw ay I-25

Wastewater Treatment Plant

Staging/storage Area

Rock Canyon

Hot Springs Landing

N19 °25 '28

N17° 48'

38" W

N10°5 7'44

0+00

5+00

N '2

N02°36'01"W

N28°37'52"E

1+00

2+00

3+00

4+00

5+00

N14°00'03"E

N13°00'06"E

N11°27'10"E

D e c e m b e r

U n ti tl e d

S h e

A d ri a n

F L

-F H

W A

\s ie

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ A

E S

-5

N M

L a k e s h o re

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

LAKESHORE ROAD

SITE MAP

STATE PROJECT

NUMBER

SHEET

Average Existing Width

Profile grade superelevation

Pivot point for

METHOD OF SUPERELEVATION ON CURVES

See plans for locations of curves and superelevations

2% min. superelevation

-2% normal crown -2% normal crown

8% max. supereleva tion

NOTE:

1. The gradient and width of roadway ditches and the excavation and embankment slope ratios may be adjusted by the CO to assure adequate drainage and stability.

2. See the cross sections for cut and fill slope ratios.

3. Round all earth slopes and all rippable rock slopes. For cut heights less than B, reduce the B and F dimensions to the actual cut height.

0.040.419TOTALS (mi)

233'2214TOTALS (ft)

110' Bridge1190400+00.00 to 413+00.00Site 4

123' CBC1024100+00.00 to 110+23.95Site 1

Bridge/Culvert/LWC (ft)Roadway (ft)Station to StationSite

LENGTH OF THE PROJECT

EXISTING TYPICAL SECTION

Site 1 100+00.00 to 110+23.95

Site 4 400+00.00 to 413+00.00

1:4

DETAIL A

base

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

Shoulder up with aggregate edge (safety edge)

Construct 30° pavement

Asphalt concrete pavement at face of rail

Edge of pavement

Method 2

Roadway Aggregate, 8" block

Hinge point

Special 617-C)

(See Special 617-B and terminal sections.

approach and departure

Widening required for

Subgrade shoulder.

TYPICAL GUARDRAIL CROSS SECTION

1:4 varies

Reconstruction

Typical Section, 2"-3" Aggregate base 2"-4" Asphalt

Site 1 1000+80 to 1009+60

Site 4 4001+00 to 4011+00

Cut slope(variable)

1:3 1:3

Traveled way

24'-0" Top of pavement

15'-0" 15'-0"

Subgrade Subgrade mulching limits

Seeding and

TYPICAL SECTION

LAKESHORE ROAD DIVERSIONS

pavement)

(top of

Profile grade

3" Asphalt concrete pavement

Method 2 4" Roadway Aggregate, ground

Existing mulching limits

Seeding and ditch

Graded

Site 1 100+00.00 to 110+23.95

Site 4 400+00.00 to 413+00.00

Cut slope (variable) cut slope

Rounded

5' B=3'F=3'

(variable)

Fill slope

1:41:4

Traveled way ditch

Graded

2% 2%

24'-0" Top of pavement

15'-0" 15'-0"

Subgrade Subgrade li m it s ta k e

S lo p e li m it s ta k e

S lo p e

Seeding and mulching limits Seeding and mulching limits

LAKESHORE ROAD TYPICAL SECTION

pavement)

(top of

Profile grade

(two lifts)

3" Asphalt concrete pavement

Method 2 6" Roadway Aggregate, ground

Existing

See Detail A

(applied prior to first asphalt lift)

Prime coat

(applied to top of asphalt lift)

Fog seal

See Detail A

Way Traveled

2% 2%

(applied between asphalt lifts)

Tack coat

SCHEDULE A

LAKESHORE ROAD

TYPICAL SECTIONS

No Scale

30°

5.2"

Clearing and Construction limits

11'-0" 11'-0"

Shldr.

1'-0"

Shldr.

1'-0"

Clearing and Construction limits

14'-0" Clear zone 14'-0" Clear zone

13'-0"

11'-0" 11'-0"

5' " 41 17'-11

Shldr.

1'-0"

Shldr.

1'-0"

7'-0"

Sites 1 to 4 - 24'

2' Shy distance

2' Shoulder Site 4 bridge 3' Shoulder Site 3 bridge

M a r c h

T y p ic a l

S e c ti o n s

S h e

A d ri a n

F L

-F H

W A

\s ie

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ A

Y P

M S

L a k e s h o re

S c h e d u le

A .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

A6 superelevation

Pivot point for

METHOD OF SUPERELEVATION ON CURVES

See plans for locations of curves and superelevations

2% min. superelevation

-2% normal crown -2% normal crown

8% max. supereleva tion

NOTE:

1. The gradient and width of roadway ditches and the excavation and embankment slope ratios may be adjusted by the CO to assure adequate drainage and stability.

2. See the cross sections for cut and fill slope ratios.

3. Round all earth slopes and all rippable rock slopes. For cut heights less than B, reduce the B and F dimensions to the actual cut height.

0.010.272TOTALS (mi)

70'1434TOTALS (ft)

70' Bridge1434303+13.00 to 318+17.00Site 3

Bridge/Culvert/LWC (ft)Roadway (ft)Station to StationSite

LENGTH OF THE PROJECT

EXISTING TYPICAL SECTION

Site 3 303+00.00 to 318+67.05 base

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

Shoulder up with aggregate edge (safety edge)

Construct 30° pavement

Asphalt concrete pavement at face of rail

Edge of pavement

Method 2

Roadway Aggregate, 8" block

Hinge point

Special 617-C)

(See Special 617-B and terminal sections.

approach and departure

Widening required for

Subgrade shoulder.

TYPICAL GUARDRAIL CROSS SECTION

1:4 varies

Reconstruction

Typical Section, 2"-3" Aggregate base 2"-4" Asphalt ditch

Graded

Site 3 303+13.00 to 318+17.00

Cut slope (variable) cut slope

Rounded

5' B=3'F=3'

(variable)

Fill slope

1:41:4

Traveled way

2% 2%

24'-0" Top of pavement

15'-0" 15'-0"

Subgrade Subgrade li m it s ta k e

S lo p e li m it s ta k e

S lo p e

Seeding and mulching limits Seeding and mulching limits

LAKESHORE ROAD TYPICAL SECTION

pavement)

(top of

Profile grade

(two lifts)

3" Asphalt concrete pavement

Method 2 6" Roadway Aggregate, ground

Existing

See Detail A

(applied prior to first asphalt lift)

Prime coat

(applied to top of asphalt lift)

Fog seal

Way Traveled

(applied between asphalt lifts)

Tack coat

OPTION X

LAKESHORE ROAD

TYPICAL SECTIONS

No Scale

30°

5.2"

13'-0"

11'-0" 11'-0"

5' " 41 17'-11

Shldr.

1'-0"

Shldr.

1'-0"

Sites 1 to 4 - 24'

2' Shy distance

2' Shoulder Site 4 bridge 3' Shoulder Site 3 bridge

:1 e c e m b e r

T y p ic a l

S e c ti o n s

S h e

A d ri a n

C F

L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

A R

Y P

M S

L a k e s h o re

O p ti o n X

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

A7 superelevation

Pivot point for

METHOD OF SUPERELEVATION ON CURVES

See plans for locations of curves and superelevations

2% min. superelevation

-2% normal crown -2% normal crown

8% max. supereleva tion

NOTE:

1. The gradient and width of roadway ditches and the excavation and embankment slope ratios may be adjusted by the CO to assure adequate drainage and stability.

2. See the cross sections for cut and fill slope ratios.

3. Round all earth slopes and all rippable rock slopes. For cut heights less than B, reduce the B and F dimensions to the actual cut height.

0.020.214TOTALS (mi)

123'1131TOTALS (ft)

123' CBC1131200+00.00 to 211+31.46Site 2

Bridge/Culvert/LWC (ft)Roadway (ft)Station to StationSite

LENGTH OF THE PROJECT

EXISTING TYPICAL SECTION

Site 2 200+00.00 to 211+31.46 base

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

Shoulder up with aggregate edge (safety edge)

Construct 30° pavement

Asphalt concrete pavement

2"-3" Aggregate base 2"-4" Asphalt

Site 2 2000+20 to 2009+77

Cut slope(variable)

1:3 1:3

Traveled way

24'-0" Top of pavement

15'-0" 15'-0"

Subgrade Subgrade mulching limits

Seeding and

TYPICAL SECTION

LAKESHORE ROAD DIVERSIONS

pavement)

(top of

Profile grade

3" Asphalt concrete pavement

Method 2 4" Roadway Aggregate, ground

Existing mulching limits

Seeding and ditch

Graded

Site 2 200+00.00 to 211+31.46

Cut slope (variable) cut slope

Rounded

5' B=3'F=3'

(variable)

Fill slope

1:41:4

Traveled way ditch

Graded

2% 2%

24'-0" Top of pavement

15'-0" 15'-0"

Subgrade Subgrade li m it s ta k e

S lo p e li m it s ta k e

S lo p e

Seeding and mulching limits Seeding and mulching limits

LAKESHORE ROAD TYPICAL SECTION

pavement)

(top of

Profile grade

(two lifts)

3" Asphalt concrete pavement

Method 2 6" Roadway Aggregate, ground

Existing

See Detail A

(applied prior to first asphalt lift)

Prime coat

(applied to top of asphalt lift)

Fog seal

See Detail A

2% 2%

(applied between asphalt lifts)

Tack coat

OPTION Y

LAKESHORE ROAD

TYPICAL SECTIONS

No Scale

30°

5.2"

Clearing and Construction limits

11'-0" 11'-0"

Shldr.

1'-0"

Shldr.

1'-0"

13'-0"

11'-0" 11'-0"

5' " 41 17'-11

Shldr.

1'-0"

Shldr.

1'-0"

7'-0"

Sites 1 to 4 - 24'

M a r c h

T y p ic a l

S e c ti o n s

S h e

A d ri a n

C F

L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

A R

Y P

M S

L a k e s h o re

O p ti o n Y

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

Sheet and Description

B8-B9 B10-B12 B13-B15 B16-B24 S1-S18 S19-S38 S39-S61 S62-S83

Drainage

Summary

Grading

Summary

Surfacing

Summary

Miscellaneous

Summary

Hot Springs

Landing Culvert -

Site 1

Rock Canyon

Culvert - Site 2

Long Point

Bridge - Site 3

Cedar Canyon

Bridge- Site 4 Allowance

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15215-2000 SURVEY AND STAKING, BRIDGE EACH 1 1

A0060 15215-5000 SURVEY AND STAKING, BOX

CULVERT EACH 1 1

A0080 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 0.419 0.419

A0100 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 0.838 0.838

A0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0140 15401-0000 CONTRACTOR TESTING LPSM ALL

A0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0180 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0200 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

A0220 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0240 20101-0000 CLEARING AND GRUBBING ACRE 2.94 0.06 3.00

A0260 20301-1200 REMOVAL OF HEADWALL EACH 2 2 Site 1

A0280 20301-1900 REMOVAL OF PIPE CULVERT Site 1 - Existing 84"

EACH 2 2 CMP (2)

A0300 20301-2400 REMOVAL OF SIGN EACH 13 13

A0320 20302-1200 REMOVAL OF GUARDRAIL LNFT 997 53 1,050 Site 1

A0340 20304-1000 REMOVAL OF STRUCTURES AND Site 4

OBSTRUCTIONS LPSM ALL

A0360 20310-1000 PLUG, EXISTING PIPE Site 4 - Two existing

EACH 2 2 culverts.

A0380 20402-0000 SUBEXCAVATION CUYD 50

A0400 20420-0000 EMBANKMENT CONSTRUCTION CUYD 10,178 522 10,700

A0420 20801-0000 STRUCTURE EXCAVATION Contract Quantity

CUYD 1,140 75 1,215 Site 1 and Site 4

A0440 20803-0000 STRUCTURAL BACKFILL Contract Quantity

CUYD 55 55 Site 4

A0460 20803-0000 STRUCTURAL BACKFILL (native Contract Quantity soil) CUYD 240 240 Site 1

A0480 25101-2300 PLACED RIPRAP, METHOD B, Site 1 and Site 4

CLASS 3 CUYD 30 945 20 995

A0500 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,666 134 2,800

A0540 40301-0000 ASPHALT CONCRETE PAVEMENT TON 1,173 27 1,200

A0560 40601-0000 FOG SEAL TON 3.0 1.0 4.0

A0580 41102-1000 PRIME COAT, METHOD 1 SQYD 7,192 408 7,600

A0600 41105-0000 BLOTTER TON 10.6 0.4 11.0

MileStone: Final Estimate - Schedule A + Option X + Option Y

Date Completed: 12/12/22

Report Date: 12/13/22

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -D e c -2

:1 A

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated

Quantities

A d ri a n

C F L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

N M

S O

Q F in a lF in a l_

P o s t1

S c h e d u le

A O p ti o n X O p ti o n Y .x ls m

]S h e e t

STATE PROJECT

NM FLAP SIE 10(1)

LAKESHORE ROAD

SHEET

NUMBER

Drainage

Summary

Grading

Summary

Surfacing

Summary

Miscellaneous

Summary

Hot Springs

Landing Culvert -

Site 1

Rock Canyon

Culvert - Site 2

Long Point

Bridge - Site 3

Cedar Canyon

Bridge- Site 4 Allowance

Bid

Schedule

A0620 41201-0000 TACK COAT TON 3.0 1.0 4.0

A0640 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 300 246 546

A0660 55302-3200 PRECAST, PRESTRESSED CONCRETE Contract Quantity

GIRDER (CEDAR CANYON BRIDGE) LNFT 436 436

A0680 55401-1000 REINFORCING STEEL LB 74,000 10,700 84,700 Contract Quantity

A0700 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 46,500 46,500

A0720 55601-0900 BRIDGE RAILING, STEEL LNFT 155 155 Contract Quantity

A0740 55601-0900 BRIDGE RAILING, STEEL (NM Contract Quantity

Type A32) LNFT 280 280

A0760 55901-2000 MEMBRANE WATERPROOFING, TYPE 2 SQYD 325 325 Contract Quantity

A0780 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 8 8 Contract Quantity

A0800 56501-0300 DRILLED SHAFT, 30-INCH

DIAMETER LNFT 360 360

A0820 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 100 100

A0840 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 4 4

A0860 61707-0000 STRUCTURE TRANSITION RAILING LNFT 200 200 Contract Quantity

A0880 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 10

A0900 62201-2750 MOTOR GRADER HOUR 10

A0920 62201-3000 HYDRAULIC EXCAVATOR HOUR 10

A0940 62301-0000 GENERAL LABOR HOUR 20

A0960 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 10

A0980 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 10

A1000 62407-0000 PLACING CONSERVED TOPSOIL CUYD 1,279 71 1,350

A1020 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 2.3 0.2 2.5

A1040 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 2.3 0.2 2.5

A1060 63301-0000 SIGN SYSTEM EACH 8 8

A1080 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 17,732 868 18,600

A1100 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 4 4

A1120 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 84 6 90

-D e c -2

:1 A

MileStone: Final Estimate - Schedule A + Option X + Option Y

Date Completed: 12/12/22

Report Date: 12/13/22

A d ri a n

C F L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

N M

S O

Q F in a lF in a l_

P o s t1

S c h e d u le

A O p ti o n X O p ti o n Y .x ls m

]S h e e t

SUMMARY OF QUANTITIES - Schedule A

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of Estimated

Quantity

STATE PROJECT

NM FLAP SIE 10(1)

LAKESHORE ROAD

Drainage

Summary

Grading

Summary

Surfacing

Summary

Miscellaneous

Summary

Hot Springs

Landing Culvert -

Site 1

Rock Canyon

Culvert - Site 2

Long Point

Bridge - Site 3

Cedar Canyon

Bridge- Site 4 Allowance

Bid

Schedule

A1140 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 4

A1160 63502-3900 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN EACH 20 20

A1180 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 0.36 0.04 0.40

A1200 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 160 160

A1220 63510-0100 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR WEEK 62 62

A1240 63701-0000 FIELD OFFICE EACH 1

A1260 65001-1000 CONSTRUCT AND MAINTAIN

DIVERSION (Including Remove and Restore for Site 1 - Hot

Springs Landing) LPSM ALL

A1280 65001-1000 CONSTRUCT AND MAINTAIN

DIVERSION (Including Remove and Restore for Site 4 -

Cedar Canyon) LPSM ALL

-D e c -2

:1 A

MileStone: Final Estimate - Schedule A + Option X + Option Y

Date Completed: 12/12/22

Report Date: 12/13/22

A d ri a n

C F L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

N M

S O

Q F in a lF in a l_

P o s t1

S c h e d u le

A O p ti o n X O p ti o n Y .x ls m

]S h e e t

SUMMARY OF QUANTITIES - Schedule A

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of Estimated

Quantity

STATE PROJECT

NM FLAP SIE 10(1)

LAKESHORE ROAD

Drainage

Summary

Grading

Summary

Surfacing

Summary

Miscellaneous

Summary

Hot Springs

Landing Culvert -

Site 1

Rock Canyon

Culvert - Site 2

Long Point

Bridge - Site 3

Cedar Canyon

Bridge- Site 4 Allowance

Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15215-2000 SURVEY AND STAKING, BRIDGE EACH 1 1

X0060 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 0.272 0.272

X0080 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 0.544 0.544

X0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0120 15401-0000 CONTRACTOR TESTING LPSM ALL

X0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0160 15701-0000 SOIL EROSION CONTROL LPSM ALL

X0180 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

X0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0220 20101-0000 CLEARING AND GRUBBING ACRE 3.79 0.11 3.90

X0240 20301-2400 REMOVAL OF SIGN EACH 13 13

X0260 20304-1000 REMOVAL OF STRUCTURES AND Site 3

OBSTRUCTIONS LPSM ALL

X0280 20401-0000 ROADWAY EXCAVATION CUYD 12,308 1,192 13,500

X0300 20402-0000 SUBEXCAVATION CUYD 100

X0320 20801-0000 STRUCTURE EXCAVATION Contract Quantity

CUYD 130 130 Site 3

X0340 20803-0000 STRUCTURAL BACKFILL Contract Quantity

CUYD 86 86 Site 3

X0360 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 1,562 38 1,600 Site 3

X0380 25101-2300 PLACED RIPRAP, METHOD B, Site 3

CLASS 3 CUYD 100 100

X0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,699 101 1,800

X0440 40301-0000 ASPHALT CONCRETE PAVEMENT TON 741 9 750

X0460 40601-0000 FOG SEAL TON 1.9 0.1 2.0

X0480 41102-1000 PRIME COAT, METHOD 1 SQYD 4,545 255 4,800

X0500 41105-0000 BLOTTER TON 6.7 0.3 7.0

X0520 41201-0000 TACK COAT TON 2.0 0.5 2.5

X0540 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 260 260

X0560 55302-3400 PRECAST, PRESTRESSED CONCRETE Contract Quantity

BOX BEAM (LONG POINT BRIDGE) LNFT 345 345

X0580 55401-1000 REINFORCING STEEL LB 19,300 19,300 Contract Quantity

X0600 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 28,400 28,400

-D e c -2

:1 A

MileStone: Final Estimate - Schedule A + Option X + Option Y

Date Completed: 12/12/22

Report Date: 12/13/22

A d ri a n

C F L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

N M

S O

Q F in a lF in a l_

P o s t1

S c h e d u le

A O p ti o n X O p ti o n Y .x ls m

]S h e e t

SUMMARY OF QUANTITIES - Option X

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of Estimated

Quantity

STATE PROJECT

NM FLAP SIE 10(1)

LAKESHORE ROAD

Drainage

Summary

Grading

Summary

Surfacing

Summary

Miscellaneous

Summary

Hot Springs

Landing Culvert -

Site 1

Rock Canyon

Culvert - Site 2

Long Point

Bridge - Site 3

Cedar Canyon

Bridge- Site 4 Allowance

Bid

Schedule

X0620 55601-0900 BRIDGE RAILING, STEEL (NM Contract Quantity

Type A32) LNFT 188 188

X0640 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 20 20 Contract Quantity

X0660 56501-0300 DRILLED SHAFT, 30-INCH

DIAMETER LNFT 240 240

X0680 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 100 100

X0700 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 4 4

X0720 61707-0000 STRUCTURE TRANSITION RAILING LNFT 200 200 Contract Quantity

X0740 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 5

X0760 62201-2750 MOTOR GRADER HOUR 5

X0780 62201-3000 HYDRAULIC EXCAVATOR HOUR 5

X0800 62301-0000 GENERAL LABOR HOUR 10

X0820 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 5

X0840 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 5

X0860 62407-0000 PLACING CONSERVED TOPSOIL CUYD 1,230 70 1,300

X0880 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 2.6 0.1 2.7

X0900 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 2.6 0.1 2.7

X0920 63301-0000 SIGN SYSTEM EACH 1 1

X0940 63316-1000 REMOVE AND RESET SIGN EACH 2 2

X0960 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 12,032 568 12,600

X0980 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 2

X1000 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 56 4 60

X1020 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2

X1040 63502-3900 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN EACH 10 10

X1060 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 0.22 0.08 0.30

X1080 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 80 80

-D e c -2

:1 A

MileStone: Final Estimate - Schedule A + Option X + Option Y

Date Completed: 12/12/22

Report Date: 12/13/22

A d ri a n

C F L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

N M

S O

Q F in a lF in a l_

P o s t1

S c h e d u le

A O p ti o n X O p ti o n Y .x ls m

]S h e e t

SUMMARY OF QUANTITIES - Option X

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of Estimated

Quantity

STATE PROJECT

NM FLAP SIE 10(1)

LAKESHORE ROAD

Drainage

Summary

Grading

Summary

Surfacing

Summary

Miscellaneous

Summary

Hot Springs

Landing Culvert -

Site 1

Rock Canyon

Culvert - Site 2

Long Point

Bridge - Site 3

Cedar Canyon

Bridge- Site 4 Allowance

Bid

Schedule

Y0020 15101-0000 MOBILIZATION LPSM ALL

Y0040 15215-5000 SURVEY AND STAKING, BOX

CULVERT EACH 1 1

Y0060 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 0.214 0.214

Y0080 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 0.428 0.428

Y0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0120 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0160 15701-0000 SOIL EROSION CONTROL LPSM ALL

Y0180 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

Y0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

Y0220 20101-0000 CLEARING AND GRUBBING ACRE 1.56 0.04 1.60

Y0240 20301-1200 REMOVAL OF HEADWALL EACH 2 2 Site 2

Y0260 20301-1900 REMOVAL OF PIPE CULVERT Site 2 - Existing 36"

EACH 3 3 CMP (3)

Y0280 20301-2400 REMOVAL OF SIGN EACH 7 7

Y0300 20402-0000 SUBEXCAVATION CUYD 50

Y0320 20420-0000 EMBANKMENT CONSTRUCTION CUYD 3,309 191 3,500

Y0340 20801-0000 STRUCTURE EXCAVATION Contract Quantity

CUYD 1,150 1,150 Site 2

Y0360 20803-0000 STRUCTURAL BACKFILL (native Contract Quantity soil) CUYD 240 240 Site 2

Y0380 25101-2200 PLACED RIPRAP, METHOD B, Site 2

CLASS 2 CUYD 28 22 50

Y0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,198 102 1,300

Y0440 40301-0000 ASPHALT CONCRETE PAVEMENT TON 511 9 520

Y0460 40601-0000 FOG SEAL TON 1.3 0.2 1.5

Y0480 41102-1000 PRIME COAT, METHOD 1 SQYD 3,131 169 3,300

Y0500 41105-0000 BLOTTER TON 4.6 0.4 5.0

Y0520 41201-0000 TACK COAT TON 1.3 0.2 1.5

Y0540 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 287 287

Y0560 55401-1000 REINFORCING STEEL LB 73,900 73,900 Contract Quantity

Y0580 55601-0900 BRIDGE RAILING, STEEL LNFT 157 157 Contract Quantity

Y0600 55901-2000 MEMBRANE WATERPROOFING, TYPE 2 SQYD 325 325 Contract Quantity

Y0620 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 5

-D e c -2

:1 A

MileStone: Final Estimate - Schedule A + Option X + Option Y

Date Completed: 12/12/22

Report Date: 12/13/22

A d ri a n

C F L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

N M

S O

Q F in a lF in a l_

P o s t1

S c h e d u le

A O p ti o n X O p ti o n Y .x ls m

]S h e e t

SUMMARY OF QUANTITIES - Option Y

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of Estimated

Quantity

STATE PROJECT

NM FLAP SIE 10(1)

LAKESHORE ROAD

Drainage

Summary

Grading

Summary

Surfacing

Summary

Miscellaneous

Summary

Hot Springs

Landing Culvert -

Site 1

Rock Canyon

Culvert - Site 2

Long Point

Bridge - Site 3

Cedar Canyon

Bridge- Site 4 Allowance

Bid

Schedule

Y0640 62201-2750 MOTOR GRADER HOUR 5

Y0660 62201-3000 HYDRAULIC EXCAVATOR HOUR 5

Y0680 62301-0000 GENERAL LABOR HOUR 10

Y0700 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 5

Y0720 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 5

Y0740 62407-0000 PLACING CONSERVED TOPSOIL CUYD 684 16 700

Y0760 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 1.3 0.1 1.4

Y0780 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 1.3 0.1 1.4

Y0800 63301-0000 SIGN SYSTEM EACH 8 8

Y0820 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 9,048 452 9,500

Y0840 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 2

Y0860 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 42 8 50

Y0880 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2

Y0900 63502-3900 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN EACH 10 10

Y0920 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 0.18 0.02 0.20

Y0940 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 80 80

Y0960 65001-1000 CONSTRUCT AND MAINTAIN

DIVERSION (Including Remove and Restore for Site 2 - Rock

Canyon) LPSM ALL

-D e c -2

:1 A

MileStone: Final Estimate - Schedule A + Option X + Option Y

Date Completed: 12/12/22

Report Date: 12/13/22

A d ri a n

C F L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

N M

S O

Q F in a lF in a l_

P o s t1

S c h e d u le

A O p ti o n X O p ti o n Y .x ls m

]S h e e t

SUMMARY OF QUANTITIES - Option Y

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of Estimated

Quantity

STATE PROJECT

NM FLAP SIE 10(1)

LAKESHORE ROAD

DRAINAGE SUMMARY8

O c to b e r

D r a in a g e S u m m a r y

S c h e d u le

A d r ia n

C F

L F

H W

A \s ie

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

S c h e d u le

A .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

OPTION Y

DRAINAGE SUMMARY7

:1 c to b e r

D r a in a g e S u m m a r y

O p ti o n

A d ri a n

C F

L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m \B

S h e e ts

O p ti o n Y

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

GRADING SUMMARY8

:3 c to b e r

G r a d in g S u m m a r y

S c h e d u

A d r ia n

C F

L F

H W

A \s ie

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

S c h e d u le

A .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B10

OPTION X

GRADING SUMMARY1

:5 c to b e r

G r a d in g S u m m a r y

O p ti o

A d ri a n

F L

-F H

W A

\s ie

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

S h e e ts

O p ti o n

X .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B11

GRADING SUMMARY8

:4 c to b e r

G r a d in g S u m m a r y

O p ti o

A d ri a n

C F

L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m \B

S h e e ts

O p ti o n Y

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B12

SURFACING SUMMARY7

:5 c to b e r

S u r f a c in g S u m m a r y

S c h e d u

A d r ia n

C F

L F

H W

A \s ie

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

S c h e d u le

A .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B13

SURFACING SUMMARY8

:4 c to b e r

S u r f a c in g S u m m a r y

O p ti o

A d ri a n

F L

-F H

W A

\s ie

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

S h e e ts

O p ti o n

X .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B14

SURFACING SUMMARY8

:4 c to b e r

S u r f a c in g S u m m a r y

O p ti o

A d ri a n

C F

L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m \B

S h e e ts

O p ti o n Y

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B15

Sheet 1 of 3

MISCELLANEOUS SUMMARIES

:3 c to b e r

M is c e ll a n e o u s S u m m a r ie s

S c h e d u le

A o f

A d r ia n

C F

L F

H W

A \s ie

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

S c h e d u le

A .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B16

MISCELLANEOUS SUMMARIES

:4 c to b e r

M is c e ll a n e o u s S u m m a r ie s

O p ti o n X o

A d ri a n

F L

-F H

W A

\s ie

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

S h e e ts

O p ti o n

X .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B17

MISCELLANEOUS SUMMARIES

O c to b e r

M is c e ll a n e o u s S u m m a r ie s

O p ti o n Y o

A d ri a n

C F

L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m \B

S h e e ts

O p ti o n Y

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B18

Sheet 2 of 3

MISCELLANEOUS SUMMARIES7

O c to b e r

M is c e ll a n e o u s S u m m a r ie s

S c h e d u le

A o

A d r ia n

C F

L F

H W

A \s ie

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

S c h e d u le

A .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B19

MISCELLANEOUS SUMMARIES9

O c to b e r

M is c e ll a n e o u s S u m m a r ie s

O p ti o n X o

A d ri a n

F L

-F H

W A

\s ie

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

S h e e ts

O p ti o n

X .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B20

MISCELLANEOUS SUMMARIES1

O c to b e r

M is c e ll a n e o u s S u m m a r ie s

O p ti o n Y o

A d ri a n

C F

L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m \B

S h e e ts

O p ti o n Y

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B21

Sheet 3 of 3

MISCELLANEOUS SUMMARIES

O c to b e r

M is c e ll a n e o u s S u m m a r ie s

S c h e d u le

A o

A d r ia n

C F

L F

H W

A \s ie

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

S c h e d u le

A .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B22

MISCELLANEOUS SUMMARIES

O c to b e r

M is c e ll a n e o u s S u m m a r ie s

O p ti o n X o

A d ri a n

F L

-F H

W A

\s ie

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

S h e e ts

O p ti o n

X .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B23

MISCELLANEOUS SUMMARIES

O c to b e r

M is c e ll a n e o u s S u m m a r ie s

O p ti o n Y o

A d ri a n

C F

L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m \B

S h e e ts

O p ti o n Y

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B24

K R

P C T

E L C

O M

L ty p

W in g

(ty p

W in g ty p

200'100'0

Scale in Feet concrete pan.

Match existing edge of

Edge of pavement and headwalls

84" culverts

Remove existing Roadway Diversion

See Sheet D1 for Site 1

Existing Pavement

See sheet G2 for details

Place Class 3 riprap apron, Rt.

See Sheets S1-S18 for more details box culvert

Place reinforced concrete

Sta. 104+58.44 guardrail

Remove existing

E: 2908917.619

N: 806258.557

Sta. 110+23.95

End Site 1 - Hot Springs Landing

SCHEDULE A

E: 2909208.180

N: 805278.092

Sta. 100+00.00

Begin Site 1 - Hot Springs Landing

SCHEDULE A

N19°25'28"W

N17°48'38"W N10°57'44"W e = 0.02 ft/ft

'111.82L =

'55.91T =

'3,970.00R =

(RT)01°36'50"Δ =

102+61.22PI e = 0.0326 ft/ft

'272.51L = '136.42T = '2,280.00R =

(RT)06°50'54"Δ =

107+67.52PI

C 1

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00

4,450 4,450

4,460 4,460

4,470 4,470

4,480 4,480

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00

4,450 4,450

4,460 4,460

4,470 4,470

4,480 4,480

Profile Grade

Existing Ground

S e e s h e e t

G f o r m o re d e ta il s

P la c e

C la s s r ip ra p a p ro n

R t.

S e e s h e e t S

-S f o r m o re d e ta il s

B a s in

O u tl e t E le v

In le t E le v

.4 c o n c re te b o x c u lv e rt

P la c e d o u b le x re in fo rc e d

S ta

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+2.00%

(LT)

+2.00%

(LT)

+2.00%

(LT)

+2.00%

(LT)

+3.26%

(LT)

+3.26%

(LT)

+3.26%

(LT)

+3.26%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+0.00%

100+00.00 101+40.00 102+20.00 103+05.00 106+55.00 108+80.00 109+84.88 110+70.54100+00.00 103+05.00 106+55.00 108+80.00109+05.12 110+70.54

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-3.26%

(RT)

-3.26%

(RT)

-3.26%

(RT)

-3.26%

(RT)

-2.00%

(RT)

-2.00%

(RT)

+0.00%

-6.575%

+2.57 6%

+0.524%

5 4 .8

' VC385

54K =

' VC145

71K =

.3 roadway diversion details.

1. See Sheet D1 for additional temporary

NOTES:

:3 c to b e r

S it e

B L

P la n

-1

S h e

A d ri a n

C F

L -F

H W

A \s ie

R o a d w a y \C

A D

S h e e ts \C

-M L

N P

M S

L a k e s h o re

.d g n

STATE PROJECT

NUMBER

SHEET

H A

N N

E L

R O

C K C

O N

C S

L U

R R

N C

M P F

E S

N C

M P F

E S

N C

M P F

E S

N C

M P F

E S

N C

M P F

E S

B U

R I E

D .4

T D I R

I N C

M P

I N C

M P

W I T

N E S

S P

O S

D I S

P E

R S

E S

G R

A V

E L E

C O

N C

R E

T E B

U R I E

C O

N C

R E

T E B

U R I E

D I R

P H

G R

A V

E L

P H

G R

A V

E L

S I G

N P

O S

S T

O P

PLAN

N14°00'03"E N13°00'06"E e = 0.02 ft/ft

'174.38L =

'87.19T =

'10,000.00R =

(LT)00°59'57"Δ =

404+22.18PI

e = 0.02 ft/ft '270.34L = '135.18T = '10,000.00R =

(LT)01°32'56"Δ =

413+60.43PI

200'100'0

Scale in Feet

E: 2916403.290 N: 817994.432 Sta 400+00.00 Begin Site 4 - Cedar Canyon

SCHEDULE A

E: 2916719.345 N: 819335.544 Sta 413+00.00 End Site 4 - Cedar Canyon

SCHEDULE A

telephone Existing overhead Do not disturb for more details See sheet S62-S83 Begin bridge Sta. 406+30

End bridge Sta. 407+40

Plug existing 24" CMP Sta. 409+73 & 409+79 and powerline poles Overhead powerline Do not disturb

See C617-20 section, Rt. & Lt.

Install 25' terminal end

See 617-C (NMDOT 606-GR13-17/20) Install 50' structure transition railing Sta. 405+65 to 406+15, Rt. & Lt.

See 617-C (NMDOT 606-GR13-17/20) Install 50' structure transition railing Sta. 407+55 to 408+05, Rt. & Lt.

See C617-20 section, Rt. & Lt.

Install 25' terminal end

Install 25' guardrail Sta. 405+40 to 405+65, Rt. & Lt.

Install 25' guardrail Sta. 408+05 to 408+30, Rt. & Lt.

Roadway Diversion See Sheet D3 for Site 4

36" CMP culvert Remove existing riprap details See S Sheets for

400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00

4,460 4,460

4,470 4,470

4,480 4,480

4,490 4,490

110' Span Bridge

Existing Ground

Profile Grade

(LT)

-2.00%

400+00.00 414+50.00400+00.00 414+50.00

(RT)

-2.00%

-0.500%

+3.6 99%

-3.907%

-0.500%

+3.6 99%

' VC175

51K =

' VC210

50K =

NOTES:

roadway diversion details.

1. See Sheet D3 for additional temporary

:4 c to b e r

S it e

B L

P la n

-1

S h e

A d ri a n

C F

L -F

H W

A \s ie

R o a d w a y \C

A D

S h e e ts \C

-M L

N P

M S

L a k e s h o re

.d g n

STATE PROJECT

NUMBER

SHEET

G W

ALL

G W

ALL

G W

ALL

G W

ALL

N 9° 2' 8" E

200'100'0

Scale in Feet

E: 2915392.54

N: 815564.32

Sta. 303+13.00

Long Point

Begin Site 3

OPTION X

N66°35'20"E

N '0

"W e = 0.0762 ft/ft

'700.39L =

'400.03T =

'580.00R =

(LT)69°11'20"Δ =

308+73.78PI

0 3

2+ roadway Obliterate existing

Existing overhead telephone Do not disturb

48" CMP culverts Remove existing for more details See sheet S39-S61 309+20 Begin bridge

309+90 End bridge

See 617-C (NMDOT 606-GR31-17/20) Install 50' structure transition railing Sta. 308+58 to 309+08, Rt. & Lt.

pavement Edge of proposed to be used as Diversion Existing roadway

See C617-20 section, Rt. & Lt.

Install 25' terminal end

See C617-20 section, Rt. & Lt.

Install 25' terminal end

See 617-C (NMDOT 606-GR31-17/20) Install 50' structure transition railing Sta. 310+02 to 310+52, Rt. & Lt.

Install 25' guardrail Sta. 310+52 to 310+77, Rt. & Lt.

Install 25' guardrail Sta. 308+33 to 308+58, Rt. & Lt.

riprap details See S Sheets for

300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00

4,460 4,460

4,470 4,470

4,480 4,480

4,490 4,490

4,500 4,500

4,510 4,510

4,520 4,520

4,530 4,530

4,540 4,540

4,550 4,550

Existing Ground

Profile Grade

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-7.62%

(LT)

-7.62%

(LT)

-7.62%

(LT)

-7.62%

(LT)

300+00.00 304+06.99 305+25.00 311+20.00300+00.00 303+23.01 305+25.00 311+20.00 314+50.00

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

+7.62%

(RT)

+7.62%

(RT)

+7.62%

(RT)

+7.62%

(RT)

+0.273%

+0.500%

+5.82 1%

-6.292%

' VC320

48.74K =

'324.47SSD =

' VC335

49K = ' VC265

50K =

S e p te m b e r

S it e

L -1

P la n

-1 S h e

A d ri a n

C F

L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

\C -C

N P

M S

L a k e s h o re

.d g n

STATE PROJECT

NUMBER

SHEET

Profile Grade

Existing Ground

200'100'0

Scale in Feet

E: 2916012.71

N: 816800.07

Sta. 318+17.00

Long Point

End Site 3

OPTION X

N02 °36 '01

N28°37'52"E

P e = 0.0794 ft/ft

'256.19L =

'131.36T =

'470.00R =

(RT)31°13'53"Δ =

315+31.55PI

roadway Obliterate existing pavement Edge of proposed

315+00 316+00 317+00 318+00

4,470 4,470

4,480 4,480

4,490 4,490

4,500 4,500

4,510 4,510

4,520 4,520

4,530 4,530

4,540 4,540

4,550 4,550

4,560 4,560

+7.94%

(LT)

+7.94%

(LT)

+7.94%

(LT)

+7.94%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+0.00%

(LT)

314+50.00314+55.00 316+00.00 318+06.56 318+70.48314+55.00 316+00.00 317+23.44 318+70.48

-7.94%

(RT)

-7.94%

(RT)

-7.94%

(RT)

-7.94%

(RT)

-2.00%

(RT)

-2.00%

(RT)

+0.00%

(RT)

+0.035%

+5.82 1%

' VC270

46.67K =

'321.59SSD =

:4 c to b e r

S it e

L -1

P la n

-1 S h e

A d ri a n

C F

L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

\C -C

N P

M S

L a k e s h o re

.d g n

STATE PROJECT

NUMBER

SHEET

W I T

N E S

S P

O S

WARNING BURIED CABLE TEL

N C

M P

N C

M P

N C

M P

W I T

N E S

S P

O S

T R

K R

C H

E V

R O

C H

E V

R O

P H

T R

A I L M

K R

M P

C H

E V

R O

C U

R V

P H

W I T

N E S

S P

O S

N M

D O

T B

C H

E V

R O

C H

E V

R O

W I T

N E S

S P

O S

T N

M D

O T B

W I T

N E S

S P

O S

N M

D O

T B

T R

K R

A S

P H

A L T

N M

D O

T B

W I T

N E S

S P

O S

(typ.) W ing

(typ.

200'100'0

Scale in Feet

Existing Trail

Do not disturb See sheet G3 for details

Place Class 2 riprap apron, Rt.

E: 2912490.242

N: 81260.972

Sta. 211+31.46

End Site 2 - Rock Canyon

OPTION Y

E: 2912285.832

N: 811011.889

Sta. 200+00.00

Begin Site 2 - Rock Canyon

OPTION Y

N26°53'51"E

N28°08'29"E

N22 °2

N17 °1

8'5 7"W e = 0.0226 ft/ft

'75.35L =

'37.67T =

'3,470.00R =

(RT)01°14'39"Δ =

201+17.65PI

e = N/A '87.13L = '43.59T = '965.00R =

(RT)05°10'23"Δ =

212+15.19PI

e = 0.0752 ft/ft '532.85L = '285.23T = '603.00R =

(LT)50°37'50"Δ =

207+65.46PI

Pavement Proposed edge of and headwalls 36" CMP culvert Remove existing

See Sheets S19-S38 for more details concrete box culvert Place reinforced Sta. 205+78.52

Roadway Diversion See Sheet D2 for Site 2

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00

4,450 4,450

4,460 4,460

4,470 4,470

4,480 4,480

4,490 4,490

Existing Ground

Profile Grade

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+2.26%

(LT)

+2.26%

(LT)

+2.26%

(LT)

+2.26%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-7.52%

(LT)

-7.52%

(LT)

-7.52%

(LT)

-7.52%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+0.00%

(LT)

+0.00%

200+00.00200+10.18 200+95.00 201+40.00 202+24.82 204+16.22 205+30.00 209+60.00 210+48.40210+73.78210+90.00200+00.00 200+89.82200+95.00 201+40.00201+45.18 203+33.78 205+30.00 209+60.00 211+15.00211+31.60

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.26%

(RT)

-2.26%

(RT)

-2.26%

(RT)

-2.26%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

+7.52%

(RT)

+7.52%

(RT)

+7.52%

(RT)

+7.52%

(RT)

+0.00%

(RT)

+0.00%

(RT)

-2.00%

(RT)

-2.00%

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00

4,450 4,450

4,460 4,460

4,470 4,470

4,480 4,480

4,490 4,490

+0.500%

-3.794%

+0.500%

+6.

3 4 .1

' VC325

76K =

' VC285

50K =

S e e s h e e t

G f o r m o re d e ta il s

P la c e

C la s s r ip ra p a p ro n

R t.

S e e s h e e t S

-S f o r m o re d e ta il s

C h a n n e l O u tl e t E le v

O u tl e t E le v

In le t E le v

.4 c o n c re te b o x c u lv e rt

P la c e d o u b le x re in fo rc d

S ta

.5 roadway diversion details.

1. See Sheet D2 for additional temporary

NOTES:

:4 c to b e r

S it e

B L

P la n

S h e

A d ri a n

C F

L -F

H W

A \s ie

R o a d w a y \C

A D

S h e e ts \C

-M L

N P

M S

L a k e s h o re

.d g n

STATE PROJECT

NUMBER

SHEET

K R

P C T

E L C

O M

N19°25'28"W

N39 °3

0'0 5"

N17°48'38"W

N07°08'08"E

N10°57'44"W

'60.57L =

'30.65T =

'160.00R =

(RT)21°41'27"Δ =

1004+56.88PI

'69.66L = '35.39T = '160.00R =

(RT)24°56'46"Δ =

1006+00.00PI

'210.25L = '106.21T = '600.00R =

(LT)20°04'38"Δ =

1001+82.50PI

'189.52L = '95.56T = '600.00R =

(LT)18°05'52"Δ =

1008+47.80PI

C 1

(ty p

W in g

(ty p

W in g

(ty p

200'100'0

Scale in Feet

E: 2908936.850 N: 806159.266 Sta. 1009+60 Roadway Diversion End Site 1 - Hot Springs Landing

SCHEDULE A

E: 2908936.850 N: 805353.534 Sta. 1000+80.00 Roadway Diversion Begin Site 1 - Hot Springs Landing

SCHEDULE A

centerline Temporary roadway roadway (typ.)

Proposed edge of offset 0.00' station 100+80 Mainline offset 0.00' station 109+22.82 Mainline

See sheet G2 for details Place Class 3 riprap apron, Rt.

culverts Temporary CMP

S ta

In s ta ll f o u r x

M P c u lv e rt s

Existing Ground

Proposed Grade

1000+00 1001+00 1002+00 1003+00 1004+00 1005+00 1006+00 1007+00 1008+00 1009+00 1010+00 1011+00

4,440 4,440

4,450 4,450

4,460 4,460

4,470 4,470

4,480 4,480

-3.955%

+0.000%

-6.912% -5.824%

+0.000% +1.169%

+1.880

+3.2 76%

+4.2

V P

' VC110

28K =

' VC110

94K =

Requirements for additional information.

limits. See Section 650 of Special Contract

1. Construct diversion for public traffic within clearing

NOTES:

:5 c to b e r

S it e

B L

P la n

-1

S h e

A d ri a n

C F

L -F

H W

A \s ie (1

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P \D

N P

M S

L a k e s h o re

D iv e rs io n .d g n

STATE PROJECT

NUMBER

SHEET

H A

N N

E L

R O

C K C

O N

C S

L U

R R

N C

M P F

E S

N C

M P F

E S

N C

M P F

E S

N C

M P F

E S

N C

M P F

E S

B U

R I E

D .4

T D I R

I N C

M P

I N C

M P

W I T

N E S

S P

O S

D I S

P E

R S

E S

G R

A V

E L E

C O

N C

R E

T E B

U R I E

C O

N C

R E

T E B

U R I E

D I R

P H

G R

A V

E L

P H

G R

A V

E L

S I G

N P

O S

S T

O P

PLAN

200'100'0

Scale in Feet

E: 2916475.871

N: 818285.520

Sta 4001+00.00

Roadway Diversion

Begin Site 4 - Cedar Canyon

SCHEDULE A

E: 2916694.279

N: 819225.855

Sta 4011+00.00

Roadway Diversion

End Site 4 - Cedar Canyon

SCHEDULE A

0 4

N14°00'03"E

N16 °1

N13°00'06"E

N43°40'41"E

N12°18'38"E

'81.89L =

'41.86T =

'160.00R =

(RT)29°19'25"Δ =

4003+79.15PI

'85.66L = '43.89T = '160.00R =

(RT)30°40'35"Δ =

4008+78.44PI

'84.68L = '43.36T = '160.00R =

(LT)30°19'22"Δ =

4002+17.98PI

'87.60L = '44.93T = '160.00R =

(LT)31°22'04"Δ =

4010+3…

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

File details come from the government source that posted it. Updated Apr 14, 2023.