DPW039108P_Plans_Drawings_-_W911SG19B0006.pdf

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FY19 ROADWAY MARKING AND STRIPING
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W911SG19B0006
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DPW039108P_Plans Drawings - W911SG19B0006 (FY18 Roadway Markings)

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BID SET

100% DESIGN

DATE: 24 JUNE 2019

WS-85210-2019-G-GI-01 COVERSHEET/DRAWING INDEX

WS-85210-2019-C-SP-02 SITE PLAN ROUTE 1, SECTION 6

WS-85210-2019-C-SP-03 SITE PLAN ROUTE 7, SECTIONS 17,

17.1, 17.2

WS-85210-2019-C-G-04 RUMBLE STRIP DETAIL

N

CONCURRENCES

Note: Signatures affixed on this sheet indicate official recommendation and approval of all the drawings in this set as indexed on this sheet.

Garrison Safety

Physical Security

Fire Department

DPW Environmental

Anti-Terrorism/Force Protection

Information Management

Operations and Maintenance Division

Customer 1

Date

Date

Date

Date

Date

Date

Date

Date

Customer 2 Date

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DESIGNED BY

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CHIEF, ENGINEERING DIVISION

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BRANCH CHIEF

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DRAWING NUMBER

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FY18 ROADWAY TRAFFIC MARKINGS

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COVER SHEET/DRAWING INDEX

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FY18 ROADWAY TRAFFIC MARKINGS

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WS-85210-2019-G-GI-01

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DIRECTORATE OF PUBLIC WORKS

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GHB

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GHB

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NONE

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WSMR MAIN CANTONMENT

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ROUTE 1 (OWEN RD.)

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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DIRECTORATE OF PUBLIC WORKS

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ENGINEERING DIVISION

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ROUTE 7, SECTIONS 17, 17.1 & 17.2

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MID-RANGE (ROUTE 6)

PAVEMENT MARKING TYPICAL SHOULDER/CENTER STRIPE

NO SCALE

10'-0" 10'-0"30'-0"

4"

4"

4"

4"

Passing Line or

Skip Line

Solid No - Passing Line or

Shoulder Stripping

Double Yellow Centerline

Stripe Notes:

1. All Thermoplastic Markings shall comply with the Manual on Uniform Traffic Control Devices.

2. Apply Extruded Thermoplastic Traffic Markings with glass beads per Section 634.08 of the FP-03. Apply

12# beads per 100 S.F.

3. Restripe shoulder and centerline per schedule this sheet.

4"

Roadway Markings/Stripe Notes:

1. All roadway markings shall comply with the Manual on

Uniform Traffic Control Devices.

2. Apply Type "H" Thermoplastic Traffic Markings with glass beads per Section 634.08 of FP-03.

3. Prepare road surface and apply per manufacturers instructions.

4. Amount of roadway striping is approximately 70,820 LF.

BEGIN ROADWAY

MARKINGS RR1:

X = 360,843.100

Y = 3,584,513.601

WGS84 Meters

END ROADWAY

MARKINGS RR1:

X = 361,753.203

Y = 3,589,692.303

WGS84 Meters

MAIN

CANTONMENT

RANGE ROAD 1

(WSMR PROPERTY)

STAGING AREA:

X = 361,734.108

Y = 3,589,627.050

WGS84 Meters

Fog Seal Notes:

1. Application of fog seal shall comply with New Mexico

State Highway & Traffic Department (NMSHTD).

2. Prepare roadway surface and apply per manufacturers instructions.

3. Provide a Master Seal Tire Rubber Modified Surface

Sealer (TRMSS) fog seal or approved equal on the 3.35 mile stretch of Route 1 per manufacturer specifications. Roadway width = 45'.

4. Vehicular traffic will not be permitted on the pavement surface for a minimum of two hours after application to allow for curing and eliminate pickup or tracking of the sealant.

Contractor shall follow manufacturer recommendations for curing times. Curing times are dependent upon weather and ambient temperature.

Roadway Bituminous Asphalt Patching Notes:

1. All bituminous asphalt patching shall comply with the New

Mexico State Highway and Transportation Department

(NMSHTD).

2. Patch damaged asphalt area (Approximately 170 SY) with a 2 inch thick Hot Mix Asphalt Concrete (HMAC) per Section

417 (NMSHTD, 2014 Edition), See Patch Work Schedule this

Plan Sheet. Patches are located on outer Southbound lane of Route 1. Patch work consists of saw cutting

(Approximately 620 LF), removing existing asphalt, scarifying to 6 inches and compact to 96% per ASTM D1557. Provide a base course compacted to 96% per ASTM D1557 to a final thickness of 6 inches. All patches shall be finished flush with existing asphalt.

3. Prior to installing 2 inch HMAC, contractor shall provide a

Tack Coat to existing sidewalls of asphaltic roadway per

Section 407 (NMSHTD, 2014 Edition).

Roadway Bituminous Asphalt Overlay Notes:

1. Scarify existing asphalt surface course down to 1.5 inches per Section 415, Pavement Surface Restoration of the

NMSHTD.

2. Prior to installing a Type "B" 1.5 inch thick Hot Mix

Asphalt Concrete (HMAC) overlay, contractor shall sweep roadway using a rotary power broom suitable for removing aggregate and/or debris prior to spraying a Tack Coat to existing asphaltic roadway per Section 407 (NMSHTD, 2014

Edition). Overlay area is approximately 640 SY and shall be placed per Section 417 (NMSHTD, 2014 Edition);

performance Grade shall be PG 64-22. Overlay area is located approximately 2,000 feet north of Las Cruces Gate on Northbound lane (12' wide) of Route 1 (Owen Rd).

Bituminous overlay shall be finished flush with existing asphalt.

3. All work shall be performed in a manner that provides 24 hour vehicular access through project area in a safe manner.

Contractor shall be responsible for the traffic control necessary to allow such access (Flag-men at both ends of project area, traffic warning signs, orange cones and/or traffic candlesticks).

BID SET

100% DESIGN

DATE: 24 JUNE 2019

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WS-85110-2019-G-SP-02

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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ENGINEERING DIVISION

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GHB

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NONE

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ROUTE 1, SECTION 6

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RR2 (NIKE)

RR1 (OWEN RD.)

PAVEMENT MARKING TYPICAL SHOULDER/CENTER STRIPE

NO SCALE

10'-0" 10'-0"30'-0"

4"

4"

4"

4"

Passing Line or

Skip Line

Solid No - Passing Line or

Shoulder Stripping

Double Yellow Centerline

Stripe Notes:

1. All Thermoplastic Markings shall comply with the Manual on Uniform Traffic Control Devices.

2. Apply Extruded Thermoplastic Traffic Markings with glass beads per Section 634.08 of the FP-03. Apply

12# beads per 100 S.F.

3. Restripe shoulder and centerline per schedule this sheet.

4"

Roadway Markings/Stripe Notes:

1. All roadway markings shall comply with the Manual of

Uniform Traffic Control Devices.

2. Apply Type "H" Thermoplastic Traffic Markings with glass beads per Section 634.08 of FP-03.

3. Prepare road surface and apply per manufacturers instructions.

4. Amount of roadway striping is approximately 54,930

LF.

BEGIN ROADWAY

MARKINGS RR7,

SEC17:

X = 367,950.803

Y = 3,710,817.501

WGS84 Meters

END SEC17/BEGIN

SEC17.1:

X = 365,905.402

Y = 3,712,015.801

WGS84 MetersEND SEC17.1/BEGIN

17.2:

X = 365,905.425

Y = 3,712,014.121

WGS84 Meters

Fog Seal Notes:

1. Application of fog seal shall comply with New Mexico

State Highway & Traffic Department (NMSHTD).

2. Prepare roadway surface and apply per manufacturers instructions.

3. Provide a Master Seal Tire Rubber Modified Surface

Sealer (TRMSS) fog seal or Government approved equal on the 4.36 mile stretch of Route 7 per manufacturer specifications. Roadway width = 22'.

4. Vehicular traffic will not be permitted on the pavement surface for a minimum of two hours after application to allow for curing and eliminate pickup or tracking of the sealant. Contractor shall follow manufacturer recommendations for curing times. Curing times are dependent upon weather and ambient temperature.

END ROADWAY

MARKINGS RR7, SEC

17.2:

X = 363,891.381

Y = 3,715,755.460

WGS84 Meters

Roadway Bituminous Asphalt Patching Notes:

1. All placement of bituminous asphalt patching shall comply with the New Mexico State Highway and

Transportation Department (NMSHTD).

2. Patch damaged asphalt area (Approximately 9 SY) with a 3 inch thick Cold Patch Asphalt (CPA) near north end of project. Patch is located on edge of the southbound lane of Route 7. Patch work consists of saw cutting (Approximately 25 LF), removing existing asphalt, scarifying to 6 inches and compact to 96% per ASTM

D1557. Provide a base course compacted to 96% per

ASTM D1557 to a final thickness of 6 inches and a Tack

Coat. All patches shall be finished flush with existing asphalt.

BID SET

100% DESIGN

DATE: 24 JUNE 2019

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WS-85110-2019-G-SP-03

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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ENGINEERING DIVISION

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NONE

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ROUTE 7, SECTION 17, 17.1 & 17.2

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RR7

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RR7

RR12

300'100' 100'

10' (11 Strips)

2"

10"

RUMBLE

STRIPS

AHEAD

W17-2T

500'

EXISTING JERSEY

BARRIERS

1'

4'

RAISED

2'

4'

RAISED

1'

TRAVEL LANE(S)

SHOULDER

C

L

B

B

A A

4'

4'

2'

1'

1'

T R

A V

E L

L A

N E

S H

L

D

R

10'

SECTION A-A

NO SCALE

SECTION B-B

NO SCALE

TYPICAL RUMBLE STRIP CLUSTER

NO SCALE

LAS

CRUCES

GATE

SHACK

LAS CRUCES GATE

NO SCALE

TYPICAL RUMBLE

STRIP CLUSTER

C

L

300'

100'

100'

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STRIPS

AHEAD

W17-2T

500'

E L

P A

S O

G A

T E

S H

A C

K

T Y

P

IC

A L R

U M

B L E

S T

R

IP

C L U

S T

E R

C

L

E X

IS

T

IN

G

J E

R S

E Y

B A

R R

IE

R

S

EL PASO GATE

NO SCALE

CHICANE

CHICANE

CHICANE

ENTRY CONTROL

POINT

ENTRY CONTROL

POINT

N

N

BID SET

100% DESIGN

DATE: 24 JUNE 2019

Roadway Rumble Strip Notes:

1. Contractor shall install white roadway transverse polycarbonate rumble strips on the inbound lanes of Las

Cruces and El Paso Gates per locations and details, this Plan Sheet.

2. Prior to placing rumble strips, roadway asphalt shall be swept cleaned and prepared per manufacture's recommendations.

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WS-85110-2019-G-DT-04

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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ENGINEERING DIVISION

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RUMBLE STRIP DETAIL

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GHB

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NONE

LAS CRUCES & EL PASO GATES

Sheets and Views
FY18 Roadway Traffic Markings-Index_1
FY18 Roadway Traffic Markings-Route 1_2
FY18 Roadway Traffic Markings-Route 7_3
FY18 Roadway Traffic Markings-Route 1_4

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