Plans.pdf

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

U.S. CUSTOMARY

A2 A8

ABBREVIATIONS

LWC

HCL

Low Water Crossing

Horizontal Control Line

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

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

Wattle

Temporary Inlet Protection

Stabilized Construction Entrance

Silt Fence

Sediment Log

EROSION & SEDIMENT CONTROL SYMBOLS

Riprap, Revet Mattress, Gabion Basket

Erosion Control Mat

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d S

Y M D

S B

C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

cdyrsten Emmons PE

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

U.S. CUSTOMARY

Sheet 2 of 2

A3 A8

Wilderness Study Area

Boundaries

Low Water Crossing Berm on Baylor Canyon Road

Paved Low Water Crossing

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

MISCELLANEOUS SYMBOLS

See Note 4 4

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

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d S

Y M D

S B

C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

SURVEY CONTROL

A4 A8

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d N

M F

L A

P C

R P r o j

C o o r d s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

E Lo hman A ve

N M a in S t

I-10

I-

NM

HW

N M H

W

S o n o m a R a n c h B lv d

B a y lo r C a n y o n R d

Dr ipp ing Sp rin gs Rd

N R o a d ru n n e r P k w y

C a n a m H w y

NM

H

W

S M a in S t

A v e n id a d e M e s illa

NATURAL AREA

DRIPPING SPRINGS

B L

M

STUDY AREA (WSA)

BLM WILDERNESS

WINDMILL

STUDY AREA (WSA)

BLM WILDERNESS

TRAIL ACCESS

SIERRA VISTA

T o N

M H

W

BLM

BLM

BLM

BLM

10560'5280'0

Scale in Feet

BLM

A5 A8

SITE MAP

Cruces Las

175 miles Socorro

57 miles Alamogordo

55 miles Deming

B L

M 108+00.00

Dripping Springs Road

Begin Option X

Begin Schedule A

535+00.00

Baylor Canyon Road

End Schedule A

228+00.00

Dripping Springs Road

End Option X

End Schedule A

221+75.00

Dripping Springs Road

399+25.94 =

Baylor Canyon Road

Begin Schedule A

400+00

405+00

0+

5+

5+

440+00

445+00

450+00

455+00

0+

475+00

480+00

485+00

490+00

495+00

500+00

505+00

510+00

515+00

520+00

525+00

530+00

535+00

0+

0+

0+

5+

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d

M A

P D

S B

C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

Station to Station

LENGTH OF PROJECT

(ft)

Roadway

See plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

NOTE:

Min. superelevation 2% 6% Max. superele vation

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for

DETAIL A

concrete pavement

Superpave asphalt base

Aggregate

30° - 35° sides of roadway)

(Detail applies to both right and left

Shoulder up with aggregate base

Construct 30° - 35° pavement edge (safety edge)

NO SCALE

Existing ground

A6 A8 limit stake

Slope

108+00 to 228+00 12,000

6" to 1'; average depth is 6" with sand and silt. Depth varies from consisting of poorly graded gravel

Existing gravel/natural ground from 36 ft to 45 ft

Existing width varies

Average 42 ft

TOTAL (mi)

TOTALS (ft)

13,574

25,574

4.84

See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

2.

1.

1:6 limit stake

Slope

1:6

1:4

Cut slope 2.

point

Hinge pavement)

(top of

Profile grade

11' 5'5' 11' point

Hinge

1:6

See Detail AShldr. Traveled way Traveled way Shldr.

Clear zone

11'

Clear zone

11'and seeding limits

Topsoil and seeding limits

Topsoil

Clearing and construction limits

2% 2%

Fill slope

2.

399+25.94 to 535+00

108+00 to 228+00

DRIPPING SPRINGS ROAD

EXISTING TYPICAL SECTION

Varies

Varies

(SCHEDULE A/OPTION X)

TYPICAL SECTIONS

Option X in 2 equal lifts) concrete pavement (Placed

3" Superpave asphalt

Schedule A

4" Aggregate base

Option X asphalt lifts)

(applied between

Tack coat

Option X first asphalt lift)

(applied prior to

Prime coat

Option X top asphalt lift)

(applied to

Fog seal

108+00 to 228+00

DRIPPING SPRINGS ROAD

OPTION X - 3" SUPERPAVE PAVEMENT

SCHEDULE A - 4" AGGREGATE BASE

TYPICAL SECTION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d T

Y P D

S B

C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

NOTE:

DETAIL A

concrete pavement

Superpave asphalt base

Aggregate

30° - 35° sides of roadway)

(Detail applies to both right and left

Shoulder up with aggregate base

Construct 30° - 35° pavement edge (safety edge)

NO SCALE

from 36 ft to 45 ft Existing width varies

A7 A8

6" to 1'; average depth is 6" with sand and silt. Depth varies from consisting of poorly graded gravel

Existing gravel/natural ground

Average 42 ft

399+25.94 to 535+00

BAYLOR CANYON ROAD

EXISTING TYPICAL SECTION

1:6

(SCHEDULE A)

TYPICAL SECTIONS

Existing ground limit limit

1:6

1:4

Cut slope 2.

point

Hinge

11' 5'5' 11' point

Hinge

1:6

Shldr. Traveled way Traveled way Shldr.

Clear zone

11'

Clear zone

11'and seeding limits

Topsoil and seeding limits

Topsoil

Clearing and construction limits

2% 2%

Fill slope

2.

Varies

Varies

481+00.00 to 486+30.00

532+80.00 to 535+00.00468+65.00 to 479+55.00

522+95.00 to 531+35.00455+95.00 to 467+40.00

515+10.00 to 521+80.00449+45.00 to 453+80.00

505+05.00 to 513+15.00440+55.00 to 447+90.00

492+40.00 to 503+80.00413+80.00 to 438+05.00

487+90.00 to 491+20.00399+25.94 to 412+20.00

TYPICAL SECTION

BAYLOR CANYON ROAD

7" Aggregate surface course

531+35.00 to 532+80.00479+55.00 to 481+00.00

521+80.00 to 522+95.00467+40.00 to 468+65.00

513+15.00 to 515+10.00453+80.00 to 455+95.00

503+80.00 to 505+05.00447+90.00 to 449+45.00

491+20.00 to 492+40.00438+05.00 to 440+55.00

486+30.00 to 487+90.00412+20.00 to 413+80.00

TYPICAL SECTION - PAVED LOW WATER CROSSING

BAYLOR CANYON ROAD

See Detail A

Shldr.

Flow

Existing ground

2% (Typ) 2% (Typ)

1:6

6'

Flow

11'

Clear zone

11' top asphalt lift)

(applied to

Fog seal in 2 equal lifts) concrete pavement (Placed

3" Superpave asphalt

4" Aggregate base

11'5' 11' 5'

32'Clear zone

Apply tack coat 3.

pavement)

(top of

Profile grade first asphalt lift)

(applied prior to

Prime coat

Traveled wayTraveled way Shldr.

Varies

Clearing and construction limits limit limit details Low Water Crossing See sheet G2 for

2.

Tack coat (applied between asphalt lifts) surfacing)

(top of aggregate

Profile grade

4.

4.

3.

2.

1.

pavement limits.

See sheet G2 for Baylor Canyon Road typical plan for low water crossing revet mattress and concrete barrier cutoff wall at the low water crossings.

Superpave asphalt concrete pavement extends 20 ft beyond each end of the

Apply tack coat to concrete barrier at edge of pavement (subsidiary to tack coat.)

See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d T

Y P D

S B

C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

4" Aggregate base s = 1:4 for type 2 approach s = 1:3 for type 1 approach d = 3' for type 2 approach d = 2' for type 1 approach x = 15' Minimum for type 2 approach x = 0' for type 1 approach

Variable

W

Variable

3' minimum

16'x

20' desired

15' min.

1.3'

W

1.3' d

4' (typ.)

4' (typ.)

APPROACH ROADS

TYPICAL SECTIONS

widths greater than 15 feet.

Apply the normal crown to approach roads with

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT = 200

100 = ADT < 199

25 = ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

A

E

D

C

B

A

D

C

B

A

* Match existing

(ft)

W

WIDTH

MIN.

(ft)

R

RADIUS

MIN.

N/A

4' (typ.)

A8 A8 roadway.

within the clear zone of the mainline sections when a culvert must be located mainline recovery area. Use safety end radius to provide a flatter foreslope and wider

Place culverts at the end of the approach road

Variable

V a ria b le

A s

B

A

B

M a in li e

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

Shoulder edge

A

V a ria b le

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

TYPICAL SYMBOL

M a in li

A

A B

B

SECTION A-A

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

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

NOTE:Paved length

NO SCALE

(1:6 desirable)

1:4 or flatter base edge

Aggregate pavement edge

Hot asphalt concrete thicknesses and foreslopes.

Refer to mainline typical sections for structural section

Approach Road

TYPICAL PLAN

TYPES 1 & 2

APPROACH ROAD

TYPICAL PLAN

TYPE 3

APPROACH ROAD

base edge

Aggregate pavement edge

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

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

Approach Road

Flatten slope road connection on plan and profile sheet

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

Under special conditions, the approach road angle 8.

4.

3.

8.

2.

3.

1.

6.

2.

6.

2.

6.

7.

Subgrade edge

Aggregate base edge

End Section A-A

End Section A-A

Total length

Paved length

90° W

Type

Class

VPI

VPC

90°

Typical culvert location edge subgrade

Normal

Aggregate base edge

R

Total length

R1

WW

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

8.

7.

6.

5.

4.

3.

2.

1.

maximum.

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

Construct approach roads with landing areas having approach road centerline.

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

Vary radii to fit unusual field conditions. Do not reduce

5. 5.

(optional) design grade

Typical maximumstationing Mainline grade ±10% Typical maximum

Aggregate base edge

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d T

Y P D

S B

C

A P .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

Sheet and Description

B4 B5-B6 B7 B8 B9-B10 B11-B13

Earthwork Summary

Surfacing Summary

Drainage Summary

Erosion Control

Summaries

Miscellaneous Summaries

Signing and Pavement Marking

Summaries

Allowance Bid Schedule

A0001 15101-0000 MOBILIZATION LPSM ALL

A0011 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE STA 255.741 0.259 256.000

A0021 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 3 3

A0031 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES STA 511.481 0.519 512.000

A0041 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0051 15401-0000 CONTRACTOR TESTING LPSM ALL

A0061 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0071 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 6,440 360 6,800

A0081 15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG LNFT 2,910 300 3,210

A0091 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE LNFT 1,050 1,050

A0101 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 70 70

A0111 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE EACH 2 2

A0121 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0131 20101-0000 CLEARING AND GRUBBING ACRE 22.5 1.5 24.0

A0141 20301-0600 REMOVAL OF CATTLE GUARD EACH 3 3

A0151 20301-1900 REMOVAL OF PIPE CULVERT EACH 6 6

A0161 20301-2400 REMOVAL OF SIGN EACH 7 7

A0171 20302-0700 REMOVAL OF FENCE LNFT 4,744 241 4,985

A0181 20420-0000 EMBANKMENT CONSTRUCTION CUYD 60,917 6,083 67,000

A0191 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 4,362 238 4,600

A0201 25101-2000 PLACED RIPRAP, CLASS 2 CUYD 4 1 5

A0211 25101-3000 PLACED RIPRAP, CLASS 3 CUYD 13 2 15

A0221 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 36 4 40

A0231 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED CUYD 115 15 130

A0241 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED SQYD 1,622 158 1,780

A0251 30101-0000 AGGREGATE BASE TON 12,388 1,112 13,500

A0271 30110-0000 AGGREGATE SURFACE COURSE TON 16,761 839 17,600

A0291 30602-0000 DUST PALLIATIVE APPLICATION SQYD 45,360 2,270 47,630

A0301 40101-0500 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

<0.3 MILLION ESAL TON 1,160 60 1,220

A0321 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 12 3 15

A0341 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR

SS-1H TON 3 2 5

A0351 41103-0000 PRIME COAT SQYD 6,791 409 7,200

A0361 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H TON 3 2 5

A0371 60201-0800 24-INCH PIPE CULVERT LNFT 17 3 20

A0381 60201-1000 36-INCH PIPE CULVERT LNFT 104 6 110

A0391 60201-1200 48-INCH PIPE CULVERT LNFT 70 10 80

A0401 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 1 1

A0411 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 2 2

SUMMARY OF QUANTITIES - Schedule A 2-

O ct

-2

3:

P

M W

\N M

_F

LA

P_

2-

(1

Q ua nt iti es

N M

F

LA

P

9(

1) S um m ar y of Q ua nt iti es

S he et _1

.x ls m

]S he e t

MileStone: 100% Date Completed: 09/08/15 Report Date: 09/08/15

A M E N D

Line Item No.

Pay Item Number

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

REG STATE PROJECT

NM FLAP 11299(1)

DRIPPING SPRINGS &

B1NM

NO.

SHEET

DONA

ANA

B13

SHEETS

TOTAL

Earthwork Summary

Surfacing Summary

Drainage Summary

Erosion Control

Summaries

Miscellaneous Summaries

Signing and Pavement Marking

Summaries

Allowance Bid Schedule

A0421 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT EACH 2 2

A0431 61102-1200 1 1/2-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) LNFT 110 110

A0441 61801-0000 CONCRETE BARRIER For cut off wall at low water

LNFT 2,260 210 2,470 crossings

A0451 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 4,599 251 4,850

A0461 61902-2500 GATE, BARBED WIRE, 4-STRAND EACH 3 3

A0471 61903-1500 CATTLE GUARD, 40 FEET EACH 3 3

A0481 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A0491 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20 20

A0501 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 20 20

A0511 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A0521 62301-0000 GENERAL LABOR HOUR 60 60

A0531 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40 40

A0541 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40 40

A0551 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 20.8 1.2 22.0

A0561 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 20.8 1.2 22.0

A0571 63301-0000 SIGN SYSTEM EACH 33 4 37

A0581 63308-3000 OBJECT MARKER, TYPE 3 EACH 46 46

A0591 63309-0900 DELINEATOR, TYPE FLEXIBLE EACH 260 260

A0601 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 40 40

A0611 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100

A0621 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

A0631 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 24 24

A0641 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 2,258 122 2,380

A0651 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 343 343

A0661 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 3,600 3,600

A0671 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1,200 1,200

A0681 63610-3010 CONDUIT, 4-INCH, HDPE LNFT 90 90

A0691 63702-0000 FIELD LABORATORY EACH 1

A0701 64603-1200 FIXTURE, WAYSIDE EXHIBIT EACH 2 2

2- O ct -2

3:

P M

MileStone: 100% Date Completed: 09/08/15 Report Date: 09/08/15

W

\N

M _F

LA

P_

2-

(1

Q ua nt iti es

N

M F

LA

P

9( 1)

S um m ar y of

Q ua nt iti es S he et

_1

.x ls m ]S he et

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

REG STATE PROJECT

NM FLAP 11299(1)

DRIPPING SPRINGS &

B2NM

NO.

SHEET

DONA

ANA

B13

SHEETS

TOTAL

Earthwork Summary

Surfacing Summary

Drainage Summary

Erosion Control

Summaries

Miscellaneous Summaries

Signing and Pavement Marking

Summaries

Allowance Bid Schedule

X0001 15101-0000 MOBILIZATION LPSM ALL

X0011 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0021 15401-0000 CONTRACTOR TESTING LPSM ALL

X0031 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0041 40101-0500 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

<0.3 MILLION ESAL TON 7,581 389 7,970

X0061 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 76 4 80

X0081 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR

SS-1H TON 18 2 20

X0091 41103-0000 PRIME COAT SQYD 42,920 2,180 45,100

X0101 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H TON 18 2 20

X0111 62202-1000 MATERIALS TRANSFER VEHICLE LPSM All ALL

X0121 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 39,008 1,492 40,500

8- S ep

-2

4:

P

M

MileStone: 100% Date Completed: 09/08/15 Report Date: 09/08/15

W

\N

M _F

LA

P_

2-

(1

Q ua nt iti es

N

M F

LA

P

9( 1)

S um m ar y of

Q ua nt iti es S he et

_1

.x ls m ]S he et

3)

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

REG STATE PROJECT

NM FLAP 11299(1)

DRIPPING SPRINGS &

B3NM

NO.

SHEET

DONA

ANA

B13

SHEETS

TOTAL

B4 B13

(SCHEDULE A)

EARTHWORK SUMMARY

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d S

U M D

S B

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

B5 B13

SURFACING SUMMARY

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d S

U M D

S B

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

B6 B13

(OPTION X)

SURFACING SUMMARY

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M c p w w o r k in g o m a d S

U M D

S B

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

B7 B13

DRAINAGE SUMMARY

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d S

U M D

S B

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

B8 B13

SUMMARIES

EROSION CONTROL

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d S

U M D

S B

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

B9 B13

SCHEDULE A

MISCELLANEOUS SUMMARIES

Sheet 1 of 2

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d S

U M D

S B

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

B10 B13

OPTION X)

(SCHEDULE A/

MISCELLANEOUS SUMMARIES

Sheet 2 of 2

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d S

U M D

S B

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

B11 B13

(OPTION X)

SUMMARY

PAVEMENT MARKING

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d S

U M D

S B

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

B12 B13

SIGNING SUMMARY

Sheet 1 of 2

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d S

U M D

S B

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

B13 B13

SIGNING SUMMARY

Sheet 2 of 2

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d S

U M D

S B

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

4575 4

UTILITY

PEDESTALUTILITY

PEDESTAL

UTILITY

PEDESTAL

U T

ILIT

Y

PE

D E S T A L

WATER FAUCET

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTALUTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

WATER

UTILITY

PEDESTAL

P O

T

.1

P C

.4

P T

.7

P C

.1

P T

.1

,5

.7

200'100'0

Scale in Feet

Curve Data:

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

C1 C20

DRIPPING SPRINGS ROAD

HCL Dripping Springs

Profile grade

Existing ground

Curve CL_DS-2

Curve CL_DS-1

C a m in o B o n it o

P ri v a te

D riv ew ay

A lm a rd i

S ta . 1

.0

, 2

' L

T R

T B e g in S h o u ld e r T a p e r

S ta . 1

.0

, 1

' L

T R

T E n d S h o u ld e r T a p e r

A

Curve = CL_DS-1

PI 101+31.17

D

R = 1,000.00'

T = 60.75'

L = 121.35'

D

T = 183.02'

L = 365.02'

R = 2,005.00'

PI 107+00.11

Curve = CL_DS-2

E 1515286.20

N 475982.73

Begin Option X

Begin Schedule A

Dripping Springs Road

NM FLAP CR11299(1)

Station 108+00.00

Begin Option X

Begin Schedule A

Dripping Springs Road

NM FLAP CR11299(1)

Station 108+00.00

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

5 4605

P T

.1

P C

.7

P R

C

.8

V P I

E L

,5

.5

+3.69 4%

+2.600%

350' VC

K = 320

SSD = 1161'

V P I

E L

,6

.0

+2.600% +0.000%

100' VC

K = 38

SSD = 465'

V P I

E L

,6

.0

+0.000% +3.100

100' VC

K = 32

Curve Data:

111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00

C2 C20

110+00 121+00 122+00 123+00 124+00

DRIPPING SPRINGS ROAD

Profile grade

Existing ground

HCL Dripping Springs

Curve CL_DS-3

Curve CL_DS-4 e = 3.8%

D

R = 1,600.00'

T = 333.73'

L = 658.02'

PI 115+96.52

Curve = CL_DS-3 Curve = CL_DS-4

PI 122+47.30

D

R = 2,130.00'

T = 326.48'

L = 647.93'

Low Water Crossing

Gabion and revet ditch protection, Lt.

e = -2.0% LWC as per Special 253-C

Low Water Crossing Berm as per Special 253-C

Low Water Crossing Berm

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

P T

.7

P C

.1

P T

.1

P C

.3

P T

.6

E L

,6

.0

+3.100

100' VC

K = 32

V P I

E L

,6

.1

5+3.100

+4.00 0%

200' VC

K = 222

V P I

E L

,6

.1

+4.00 0%

+3.500

200' VC

K = 400

SSD = 2258'

Curve Data:

126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00

C3 C20

125+00 136+00 137+00 138+00124+00

200'100'0

Scale in Feet

DRIPPING SPRINGS ROAD

HCL Dripping Springs

Curve CL_DS-5

Profile grade

Curve CL_DS-6

Install Cattle Guard

L e n g th

I n s ta ll C a tt le G u a r d

R e m o v e C a tt le g u a r d

Low Water Crossing

Existing ground e = 3.8% e = 4.6%

Curve = CL_DS-5

PI 129+86.83

D

R = 1,560.00'

T = 170.66'

L = 339.98'

D

PI 136+26.57

Curve = CL_DS-6

R = 1,090.00'

T = 196.25'

L = 388.33' smooth bottom wire, Lt.

Install gate, 4-strand barbed wire, SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

P T

.6

P C

.3

P T

.7

P C

.1

P T

.3

V P I

E L

,6

.2

+3.500

-1.000%

100' VC

K = 22

SSD = 290'

V P I

E L

,6

.0

-1.000% +4.40

0%

175' VC

K = 32

V P I

E L

,6

.4

+4.40 0%

+3.000

100' VC

K = 71

SSD = 821'

Curve Data:

141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00

C4 C20

140+00 151+00 152+00138+00 139+00

200'100'0

Scale in Feet

D

Curve = CL_DS-7

PI 142+06.81

R = 1,440.00'

T = 122.48'

L = 244.37'

DRIPPING SPRINGS ROAD

HCL Dripping Springs

Curve CL_DS-7

Profile grade

Existing ground

D

PI 145+82.25

Curve = CL_DS-8

R = 1,440.00'

T = 52.14'

L = 104.23'

Curve CL_DS-8 e = 4.0%

Low Water Crossing e = -2.0% LWC as per Special 253-C

Low Water Crossing Berm

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

P C

.7

P T

.3

V P I

E L

,7

.2

5+3.000

+3.500

300' VC

K = 600

Curve Data:

156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00

C5 C20

155+00 166+00152+00 153+00 154+00

200'100'0

Scale in Feet

D

PI 155+08.83

Curve = CL_DS-9

R = 1,440.00'

T = 122.11'

L = 243.65'

DRIPPING SPRINGS ROAD

HCL Dripping Springs

Profile grade

Existing ground

Curve CL_DS-9 e = 4.0% smooth bottom wire with metal posts

Remove fence and install fence, barbed wire, 4 strand, 153+55 to 162+75, 45' Lt.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

54755

P C

.4

P T

.9

6 1

V P I

E L

,7

.7

+3.500

-0.700%

101' VC

K = 24

SSD = 307'

V P I

E L

,7

.2

-0.700% +4.60

0%

140' VC

K = 26

Curve Data:

171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00

C6 C20

170+00166+00 167+00 168+00 169+00

200'100'0

Scale in Feet

D

PI 173+49.22

Curve = CL_DS-10

R = 3,770.00'

T = 400.74'

L = 798.48'

DRIPPING SPRINGS ROAD

HCL Dripping Springs

Existing ground

Curve CL_DS-10

Profile grade e = 2.0

Low Water Crossing as per Special 253-C

Low Water Crossing Berm

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

V P I

E L

,8

.5

+4.60 0%

+4.15 0%

200' VC

K = 444

SSD = 2498'

186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00180+00

C7 C20

185+00181+00 182+00 183+00 184+00

200'100'0

Scale in Feet

DRIPPING SPRINGS ROAD

HCL Dripping Springs

Existing ground

Profile grade

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

4895 4900

P C

.3

P T

.8

P C

.6

V P I

E L

,9

.0

+4.15 0%

+4.10 0%

114' VC

K = 2289

SSD = 21637'

+4.10 0%

Curve Data:

201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00194+00 195+00

C8 C20

200+00196+00 197+00 198+00 199+00

200'100'0

Scale in Feet

D

Curve = CL_DS-11

PI 200+30.95

R = 3,770.00'

T = 333.61'

L = 665.48'

D

PI 208+52.52

Curve = CL_DS-12

T = 129.84'

R = 485.00'

L = 253.74'

DRIPPING SPRINGS ROAD

HCL Dripping Springs

Curve CL_DS-11

Profile grade

Existing ground

Curve CL_DS-12

Trail Head Access

Sierra Vista

A e = 2.0% e = 4.1%

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

V P I

E L

,9

.6

+4.10 0%

-2.500%

100' VC

K = 15

SSD = 213'

V P I

E L

,9

.0

-2.500% +7.7

266' VC

K = 26

V P I

E L

,9

.0

+7.7

-2.200%

119' VC

K = 12

SSD = 168'

V P I

E L

,9

.4

-2.200% +5.5 00%

201' VC

K = 26

V P I

E L

,9

.1

+5.5 00%

+4.00 0%

296' VC

K = 198

SSD = 868'

V P I

E L

,9

.5

+4.00 0%

104' VC

K = 362

4910 4915

54925

0 4

4960 4

PC 399+92.11

0+

P C

.6

P T

.4

P C

.4

P T

.7

P C

.3

Curve Data:

216+00 217+00 218+00 219+00 220+00 221+00 222+00208+00 209+00 210+00

C9 C20

215+00211+00 212+00 213+00 214+00

200'100'0

Scale in Feet

D

PI 208+52.52

Curve = CL_DS-12

R = 485.00'

T = 129.84'

L = 253.74'

D

DRIPPING SPRINGS ROAD

HCL Dripping SpringsCurve CL_DS-12

Profile grade

Existing ground

A

A

Cattle Loading Area

Curve = CL_DS-13

PI 216+72.55

D

R = 485.00'

T = 121.09'

L = 237.32'

Low-water Crossing

Curve CL_DS-13 e = 4.1% e = 4.1%

Low-water Crossing as per Special 253-C

Low Water Crossing Berm as per Special 253-C

Low Water Crossing Berm

1 1/2-inch PVC or HDPE waterline is assumed to be

Assumed waterline location, in c h w a te r li n e L

F r e lo c a te w a te r li n e t h r o u g h c a s in g fo r w a te r li n e c a s in g m in im u m fo o t c o v e r

I n s ta ll in c h H

D P

E c o n d u it L

F v e r if y s iz e a n d m a te r ia l.

L o c a te e x is ti n g w a te r li n e c r o s s in g a n d

%2

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

4960 4

5 4

S

TO

P

PC 399+92.11

400+00

P T .1

P C

.3

P T

.7

S

TO

P

S

TO

P

V P I

E L

,9

.5

+4.28 7%

104' VC

K = 362

,9

.2

231+00 232+00222+00 223+00 225+00

C10 C20

230+00226+00 227+00 228+00 229+00

DRIPPING SPRINGS ROAD

233+00

200'100'0

Scale in Feet

HCL Dripping Springs

Profile grade Existing ground

HCL Baylor Canyon

Remove cattle guard

234+00 235+00

R e m o v e C a tt le g u a r d

Curve CL DS-14

Method 1

Roadway Obliteration, 224+00

HCL Baylor Canyon Station 399+25.94

HCL Dripping Springs Station 221+75.00 =

L t.

L t.

Install cattle guard

L = 359.34'

T = 180.05'

R = 2,270.00'

PI 224+80.40

Curve = CL_DS-14

D e = 2.0%

Curve Data:

Asphalt Pullout

Sawcut pavement

Area boundary

Wilderness Study

Area boundary

Wilderness Study

E 1524761.45

N 483133.06

End Option X

End Schedule A

Dripping Springs Road

NM FLAP CR11299(1)

Station 228+00

End Option X

End Schedule A

Dripping Springs Road

NM FLAP CR11299(1)

Station 228+00 directed by CO Field locate at this pullout as Interpretive Sign Base metal posts

4-strand, smooth bottom wire with

Remove fence and install fence, barbed wire, 224+00 to 225+80, 45' Lt

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C B

C .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

49654965

04970

S T

O P

P C

.1

P T

.1

P C

.1

P T

.0

P C

.1

PT 412+

40.61

PC 2

+00 .35

+00

PT 22

6+59.70

S T

O P

S T

O P

,9

.5

V P I

E L

,9

.7

-2.000% +0.500%

40' VC

K = 16

V P I

E L

,9

.7

+0.500% -1.300%

200' VC

K = 111

SSD = 699'

V P I

E L

,9

.4

-1.300% +1.500%

200' VC

K = 71

V P I

+1.500%

80' VC

K = 16

SSD = 256'

Curve Data:

406+00 407+00400+00

C11 C20

405+00401+00 402+00 403+00 404+00 408+00

200'100'0

Scale in Feet

409+00 411+00410+00

Existing ground

Install cattle guard

Remove cattle guard L e n g th

I n s ta ll C a tt le g u a r d

Profile grade

Method 1 Roadway Obliteration, R t.

R t.

Curve = CL_BC-1

PI 401+01.91

D

R = 292.00'

T = 109.80'

L = 210.05' e = 5%

D

R = 485.00'

T = 73.49'

L = 145.87'

PI 404+10.65

Curve = CL_BC-2 e = 6%

Curve = CL_BC-3

PI 409+56.42

R = 687.00'

T = 328.25'

L = 612.44'

D e = 5.6%

HCL Dripping Springs Station 221+75

HCL Baylor Canyon Station 399+25.94=

HCL Baylor Canyon

Curve CL_BC-3

Curve CL_BC-2

Curve CL_BC-1

I n s ta ll r ip r a p L t.

I n s ta ll e n d s e c ti o n L t.

a n d R t.

I n s ta ll in c h p ip e c u lv e r t

Baylor Canyon Road

NM FLAP CR11299(1)

Station 399+25.94

Begin Project

E 1524210.44

N 482840.65

Baylor Canyon Road

NM FLAP CR11299(1)

Station 399+25.94

Begin Project

BAYLOR CANYON ROAD

as directed by CO Construction fence 400+00 to 403+00 fence as directed by CO 400+01 to 403+23, Construction

Area boundary

Wilderness Study

Area boundary Wilderness Study as directed by CO at this pullout Field locate Interpretive Sign Base fence as directed by CO 407+56 to 407+97, Construction fence as directed by CO 410+29 to 410+79, Construction pullout surfacing Aggregate wire, smooth bottom wire, Lt.

Install gate, 4-strand barbed

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C B

C .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

4995 5000

5 5010

P T

.6

P C

.5

P T

.2

P C

.2

V P I

E L

,9

.4

+1.500% -3.500%

80' VC

K = 16

SSD = 256'

V P I

E L

,9

.7

-3.500% +7.0

300' VC

K = 29

V P I

E L

,0

.2

+7.0

+4.60 0%

400' VC

K = 167

SSD = 650'

Curve Data:

421+00 422+00415+00

C12 C20

420+00416+00 417+00 418+00 419+00 423+00 424+00411+00 425+00

200'100'0

Scale in Feet

D D

412+00 413+00 414+00

Profile grade

Existing ground

Curve CL_BC-5

HCL Baylor Canyon

Curve CL_BC-4 e = 4.6% e = 2.0%

Curve = CL_BC-4

PI 418+62.52

R = 1,090.00'

T = 211.98'

L = 418.74' L = 1,026.90'

T = 514.43'

R = 6,800.00'

PI 426+60.69

Curve = CL_BC-5

Low Water Crossing

BAYLOR CANYON ROAD

as per Special 253-C

Low Water Crossing Berm

Area boundary

Wilderness Study fence as directed by CO

416+25 to 429+00, Construction

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C B

C .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

P T

.1

P C

.9

P T

.6

V P I

E L

,0

.3

+4.60 0%

-2.000%

100' VC

K = 15

SSD = 213'

-2.000%

Curve Data:

436+00 437+00430+00

C13 C20

435+00431+00 432+00 433+00 434+00 438+00 439+00426+00425+00 427+00 428+00 429+00

D D

200'100'0

Scale in Feet

Profile grade

Existing ground

Curve CL_BC-5

HCL Baylor Canyon

Curve CL_BC-6 e = 2.0% e = 5.6%

L = 570.73'

T = 302.99'

R = 687.00'

PI 435+81.94

Curve = CL_BC-6

L = 1,026.90'

T = 514.43'

R = 6,800.00'

PI 426+60.69

Curve = CL_BC-5

BAYLOR CANYON ROAD

Area boundary

Wilderness Study

Fence as directed by CO

416+25 to 429+00, Construction

Fence as directed by CO

433+74 to 438+75, Construction

Low Water Crossing

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C B

C .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

5085 5085

50905090 905090

5095 5095

P T

.6

P C

.4

V P I

E L

,0

.1

-2.000% +4.00 0%

160' VC

K = 27

V P I

E L

,0

.7

+4.00 0%

+1.000%

100' VC

K = 33

SSD = 410'

V P I

E L

,0

.2

+1.000% -2.200%

100' VC

K = 31

SSD = 387'

V P I

E L

,0

.6

-2.200% +0.500%

100' VC

K = 37 V P I

E L

,0

.3

+0.500% -6.886%

200' VC

K = 27

SSD = 246'

Curve Data:

451+00 452+00445+00

C14 C20

450+00446+00 447+00 448+00 449+00 453+00439+00 441+00440+00 442+00 443+00 444+00

200'100'0

Scale in Feet

D

Profile grade

Existing ground

HCL Baylor Canyon

Curve CL_BC-7

Windmill Access

Windmill

Low Water Crossing e = 2.0%

L = 489.52'

T = 244.94'

R = 5,230.00'

PI 452+21.39

Curve = CL_BC-7

I n s ta ll r ip r a p L t.

I n s ta ll e n d s e c ti o n L t.

c u lv e r t

E x te n d in c h p ip e

BAYLOR CANYON ROAD

R e m o v e p ip e c u lv e r t as per Special 253-C

Low Water Crossing BermArea boundary

Wilderness Study

Low Water Crossing

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C B

C .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

80 5

P R C .9

P T

.4

P C

.2

P T

.0

-6.886%

V P I

E L

,0

.1

-6.886% +4.20

0%

300' VC

K = 27

V P I

E L

,1

.4

+4.20 0%

-1.500%

100' VC

K = 18

SSD = 239'

-1.500%

Curve Data:

466+00 467+00460+00

C20

465+00461+00 462+00 463+00 464+00453+00 454+00 456+00455+00 457+00 458+00 459+00

200'100'0

Scale in Feet

C15

Profile grade

Existing ground

Curve CL_BC-9

D

HCL Baylor Canyon

Curve CL_BC-7

Curve CL_BC-8

Low Water Crossing e = 2.0% e = 6.0% e = 6.0%

Method 1

Roadway Obliteration, L = 489.52'

T = 244.94'

R = 5,230.00'

PI 452+21.39

Curve = CL_BC-7

BAYLOR CANYON ROAD

D

Curve = CL_BC-8

PI 459+11.31

R = 485.00'

T = 445.34'

L = 720.51'

D

Curve = CL_BC-9

PI 466+31.00

R = 485.00'

T = 189.80'

L = 361.83' as per Special 253-C

Low Water Crossing Berm

Area boundary

Wilderness Study

Fence as directed by CO

456+75 to 457+50, Construction

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C B

C .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

5+

P T

.0

P C

.5

P T

.1

-1.500%

V P I

E L

,1

.4

-1.500% +3.000

120' VC

K = 27

V P I

E L

,1

.4

+3.000 % -2.600%

400' VC

K = 71

SSD = 393'

V P I

E L

,1

.8

-2.600% +1.500%

120' VC

K = 29

+1.500%

Curve Data:

481+00467+00 475+00

C20

480+00476+00 477+00 478+00 479+00468+00 469+00 471+00470+00 472+00 473+00 474+00

C16

200'100'0

Scale in Feet

D

Existing ground

HCL Baylor Canyon

Curve CL_BC-9

Curve CL_BC-10

Profile grade e = 6.0%

I n s ta ll R ip r a p L t.

a n d L t.

I n s ta ll E n d S e c ti o n R t.

I n s ta ll

P ip e C u lv e r t

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

S P

R t.

R t.

L = 378.60'

T = 199.54'

R = 485.00'

PI 472+82.34

Curve = CL_BC-10

Low Water Crossing

Low Water Crossing

BAYLOR CANYON ROAD

e = 6.0%

D

Curve = CL_BC-9

PI 466+31.00

R = 485.00'

T = 189.80'

L = 361.83' as per Special 253-C

Low Water Crossing Berm

Special 253-C

Berm as per

Low Water Crossing in c h

R e m o v e p ip e c u lv e r t, Area boundary

Wilderness Study

Area boundary

Wilderness Study

Aggregate Pullout

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C B

C .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

50955095

5105 5105

+1.500%

V P I

E L

,1

.8

+1.500% -4.900%

120' VC

K = 19

SSD = 229'

V P I

E L

,1

.2

-4.900%

-0.500%

100' VC

K = 23

V P I

E L

,1

.5

+2.000%

80' VC

K = 32 V P I

E L

,1

.5

+2.000% -4.000%

100' VC

K = 17

SSD = 230'

V P I

E L

,0

.5

-4.000% +1.300%

200' VC

K = 38

V P I

E L

,1

.0

+1.300% -3.000%

305' VC

K = 71

SSD = 403'

481+00 482+00 490+00

C20

495+00491+00 492+00 493+00 494+00483+00 484+00 486+00485+00 487+00 488+00 489+00

C17

200'100'0

Scale in Feet

Existing ground

HCL Baylor Canyon

Low Water Crossing

Profile grade

Low Water Crossing

BAYLOR CANYON ROAD

as per Special 253-C

Low Water Crossing Berm as per Special 253-C

Low Water Crossing Berm in c h

R e m o v e p ip e c u lv e r t, Fence as directed by CO

487+43 to 487+80, Construction

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C B

C .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

050955095

-3.000% V

P I

E L

,0

.0

-3.000%

-3.600%

400' VC

K = 667

SSD = 1998'

V P I

E L

,0

.4

-3.600% +1.300%

200' VC

K = 41

V P I

E L

,0

.7

+1.300% -3.550%

100' VC

K = 21

SSD = 272'

-3.550%

496+00 497+00 505+00

C20

495+00 506+00 507+00 508+00 509+00498+00 499+00 501+00500+00 502+00 503+00 504+00

C18

200'100'0

Scale in Feet

Profile grade

Existing ground

HCL Baylor Canyon

A

A

Remove Cattle Guard

Install Cattle Guard

L e n g th

I n s ta ll C a tt le g a u r d

R e m o v e C a tt le g u a r d

Low Water Crossing

BAYLOR CANYON ROAD

in c h

R e m o v e p ip e c u lv e r t, smooth bottom wire, Rt.

Install gate, 4-strand barbed wire, as per Special 253-C

Low Water Crossing Berm

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C B

C .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

60506

P I

.7

V P I

E L

,0

.5

-3.550%

-6.000%

400' VC

K = 163

SSD = 640'

V P I

E L

,0

.5

-6.000%

+1.600%

200' VC

K = 26

V P I

E L

,0

.3

+1.600% -5.600%

200' VC

K = 28

SSD = 250'

V P I

E L

,0

.6

-5.600%

+1.000%

180' VC

K = 27

V P I

+1.000%

100' VC

K = 14

SSD = 204'

511+00 512+00 520+00

C20

510+00509+00 513+00 514+00 516+00515+00 517+00 518+00 519+00

C19

521+00 522+00 523+00

200'100'0

Scale in Feet

Existing ground

HCL Baylor Canyon

Low-water Crossing

Profile grade

Low Water Crossing

BAYLOR CANYON ROAD

as per Special 253-C

Low Water Crossing Berm

Special 253-C

Berm as per

Low Water Crossing

Fence as directed by CO

520+87 to 521+05, Construction

Area boundary

Wilderness Study

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d P

N P D

S B

C B

C .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

V P I

E L

,0

.1

+1.000% -6.000%

100' VC

K = 14

SSD = 204'

V P I

E L

,0

.6

-6.000%

+0.500%

200' VC

K = 31

V P I

E L

,0

.1

+0.500% -5.000%

367' VC

K = 67

SSD = 380'

V P I

E L

,9

.1

-5.000%

+0.200%

200' VC

K = 38

,9

.4

V P I

,9

.1

M A

T C

H E

X I S

T I N

G

-2%

0 5

501050

P I

.7

526+00 527+00 535+00

C20

525+00524+00 528+00 529+00 531+00 532+00 533+00 534+00

C20

523+00

200'100'0

Scale in Feet

530+00

Existing ground

HCL Baylor Canyon

Profile grade

Low Water Crossing

I n s ta ll r ip r a p L t.

I n s ta ll e n d s e c ti o n L t.

a n d R t.

I n s ta ll in c h p ip e c u lv e r t

R e m o v e p ip e c u lv e r t

BAYLOR CANYON ROAD

as per Special 253-C

Low Water Crossing Berm in c h

R e m o v e p ip e c u lv e r t, E 1527875.90

N 494507.28

End Schedule A

Baylor Canyon Road

NM FLAP CR11299(1)

Station 535+00.00

End Schedule A

Baylor Canyon Road

NM FLAP CR11299(1)

Station 535+00.00 match elevation of existing pavement.

End aggregate surface course, 533+45

Area boundary

Wilderness Study match elevation of existing pavement.

End aggregate surface course, 533+45

SILT FENCE

6" min. trench

6" min.

18" min.

30" min.

24" min.

DETAIL APPROVED FOR USE 01/2011

C157-50

NOTE:

5.

4.

3.

2.

1.

mesh of equivalent strength.

6 in. x 6 in. or prefabricated polymeric

14-gauge steel wire with a mesh spacing of

Silt fence support mesh consists of

6 ft. (max.)

Post spacing without fence support mesh =

10 ft. (max.)

Post spacing with fence support mesh = water from running around the ends.

Curve the silt fence up the slope to prevent contours as closely as possible.

Install silt fence to follow the ground manufacturer's recommendations.

machine-sliced silt fence according to the slicing as approved by the CO. Install

Silt fence may be installed using machine

E1 E14

NO SCALE

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Flow Fi ll slo pe

Flow

T o e o f s lo p e

Flow

(undisturbed)

Existing ground

END POSTS DETAIL

PLAN

PLAN

END DETAIL

ELEVATION

Fi ll sl op e

Panel B

Steel or wood post

Geotextile, type V-A

Backfilled and compacted soil

Limits of clearing

Steel or wood post

Panel A

See Note 3 for spacing

See Note 4

Fasten fabric to posts.

around each post one full turn.

Fold geotextile fabric

PLAN

T o e o f s lo p

Note 3See

Staple or tie

See Note 5

Fence support mesh (optional)

Top of posts tied together.

Posts driven tightly together.

Steel or wood posts

POSTS AT JOINTS

See End Posts Detail

End posts

Geotextile fabric

Staple or tie

SILT FENCE AS PERIMETER CONTROL

Fill

Existing ground

Sheet flow Silt fence

PLAN

SECTION A-A

A

A

Roadway

Edge of shoulder

Edge of shoulder

Toe of slope

Toe of slope

Posts Detail

See End

End posts

Silt fence

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a 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

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

CHECK DAM

6"

6"

18"

6''

(ft) (ft)

24" (typ.)

24" (typ.)

18" Ø min.

Sediment log

NOTE:

(ft)

Trench 2" min.

18'' (typ.)

6'' min

Ponded water

6" min.

16" min

7.

6.

5.

4.

3.

2.

1.

Trench 2" min.

for gravel bag material.

See Subsection 713.14A of the Special Contract Requirements around the ends of the sediment log.

Provide sufficient length to prevent water from flowing

Expose stakes 2" (min.) above top of log.

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

2' (max) spacing.

Drive stakes at each end of the sediment log and at Stake sediment logs in place with 1⅛" x 1⅛" wood

Install check dams in ditches perpendicular to the flowline.

Repair all rills or gullies prior to installation.

requirements of the check dam device.

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

Check dams of sediment logs, riprap, or gravel bags

E2 E14

NO SCALE

on ditch grades steeper than 5%.

* Do not use sediment log check dams

C157-A

6%

5%

4%

3%

2%

RIPRAP CHECK DAM

SEDIMENT LOG CHECK DAM

Ditch Gra de (G)

PROFILE VIEW

CROSS SECTION

PLAN

STAKING DETAIL

SEDIMENT LOG

uphill side of sediment log

Place excavated material on

Flow

Flow Line

Flow

Se e

Not e

5%

4%

3%

2%

1%

CHECK DAM SPACING*

SEDIMENT LOG

GRADE

DITCH

(S)

Check Dam Spacing

6%

5%

4%

3%

2%

(G)

GRADE

DITCH

CHECK DAM SPACING*

GRAVEL BAG

See Note 5

(G)

GRADE

DITCH

CROSS SECTION

1:

(t yp

Ditch Gra de (G)

PROFILE VIEW

Ponded water

Class 1 riprap (S)

Check Dam Spacing

CROSS SECTION

V-DITCH

CROSS SECTION

TRAPEZOIDAL DITCH

Class 1 riprap

Class 1 riprap similar for v-ditches.

Check dam installation details are

Flat bottom ditch design shown.

CHECK DAM SPACING

RIPRAP

on ditch grades steeper than 6%

* Do not use gravel bag check dams

PROFILE VIEW

(S)

Check Dam Spacing diment logSe

Gravel bag

SPACING (S) max.

CHECK DAM

SPACING (S) max.

CHECK DAM

SPACING (S) max.

CHECK DAM

Ditch Gra de (G)

See Note 7

Gravel bag

GRAVEL BAG CHECK DAM

See Note 6 the ends to prevent flow around

Curve ends upstream

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

NOTE:

SEDIMENT WATTLE

Spacing Table

See Wattle

Trench 2" min.

12" min.

12" max.

Trench 2" min.

12" min.

See Note 3

Stake Spacing

Maximum spacing (ft)

12" Ø wattle

DETAIL APPROVED FOR USE 01/2011

C157-55 the manufacturer's recommendations.

Sediment wattles may be overlapped according to forced to flow through wattle rather than under it.

upstream side of wattle to ensure storm water is bottom and sides. Tamp soil backfill against sediment wattles in continuous contact with trench trenches parallel to the contour. Place

For sediment wattles on bare soil, construct of wattle.

12" deep. Expose stakes 2" above top

Drive stakes into undisturbed soil at least

Stake sediment wattles at each end.

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

Stake sediment wattles in place with 1" x 1" from level.

allow the sediment wattle to vary more than 5%

For any 20' section of sediment wattle, do not

Install sediment wattles along slope contours.

Repair all rills or gullies prior to installation.

6.

5.

4.

3.

2.

1.

E3 E14

NO SCALE

uphill side of sediment wattle

Place excavated material on

Fill or cut slope

Flow

WATTLE JOINT DETAIL

WATTLE SPACING TABLE

1V:4H or flatter

1V:4H to 1V:3H

1V:3H to 1V:2H

Slope Gradient

1V:2H or steeper

Sediment wattle

Install wattles along contour

SLOPE LAYOUT

SEDIMENT WATTLE

Stagger joints (typ.)

Tightly abut joints (typ.)

uphill side of sediment wattle

Place excavated material on

STAKE DETAIL

gaps. See Note 6.

Tie ends if necessary to eliminate

Abut wattle ends tightly together.

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a 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

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

CONSTRUCTION ENTRANCE

STABILIZED

6" min.

50' m in.

20' typ.

See Note 2

25' radius typ.

Clean, crushed aggregate 3" to 6" in diameter

DETAIL APPROVED FOR USE 01/2011

C157-56

E4 E14

STABILIZED CONSTRUCTION ENTRANCE

ingress / egress area

Provide full width of

NOTE:

Existing paved road reduce tracking onto paved roadway.

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

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

directed by the CO. Provide temporary drainage

Construct drainage ditches along entrance as

3.

2.

1.

Geotextile type IV-E

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a 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

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d E

C P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

4575 4

UTILITY

PEDESTALUTILITY

PEDESTAL

UTILITY

PEDESTAL

U T

ILIT

Y

PE

D E S T A L

WATER FAUCET

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTALUTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

WATER

UTILITY

PEDESTAL

P O

T

.1

P C

.4

P T

.7

P C

.1

P T

.1

5 4605

P T

.1

P C

.7

P R

C

.8

200'100'0

Scale in Feet

E5 E14

HCL Dripping Springs

C a m in o B o n it o

P ri v a te

D riv ew ay

A lm a rd i

200'100'0

Scale in Feet

DRIPPING SPRINGS ROAD

EROSION CONTROL PLAN

HCL Dripping Springs

E 1515286.20

N 475982.73

Dripping Springs Road

NM FLAP CR11299(1)

Station 108+00.00

Begin Schedule A

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d E

C P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

P T

.7

P C

.1

P T

.1

P C

.3

P T

.6

P T

.6

P C

.3

P T

.7

P C

.1

P T

.3

E6 E14

200'100'0

Scale in Feet

HCL Dripping Springs

200'100'0

Scale in Feet

DRIPPING SPRINGS ROAD

EROSION CONTROL PLAN

HCL Dripping Springs

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d E

C P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

P C

.7

P T

.3

54755

P C

.4

P T

.9

6 1

E7 E14

200'100'0

Scale in Feet

HCL Dripping Springs

DRIPPING SPRINGS ROAD

EROSION CONTROL PLAN

200'100'0

Scale in Feet

HCL Dripping Springs

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d E

C P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

4895 4900

P C

.3

P T

.8

P C

.6

E8 E14

200'100'0

Scale in Feet

HCL Dripping Springs

200'100'0

Scale in Feet

DRIPPING SPRINGS ROAD

EROSION CONTROL PLAN

HCL Dripping Springs

SHEET

SHEETS

TOTAL

P

M c p w w o r k in g o m a d E

C P D

S B

C D

S .d g n

U

S E

R

NM

DRIPPING SPRINGS & BAYLOR CANYON ROADS

NM FLAP CR11299(1)

COUNTY

DONA ANA

4910 4915

54925

0 4

4960 4

PC 399+92.11

0+

P C

.6

P T

.4

P C

.4

P T

.7

P C

.3

4995 5

STOP

31888

PC 399+

92.11

PT 402+

02.16

P C

.3

P T

.7

E9 E14

200'100'0

Scale in Feet

HCL Dripping Springs

Cat…