DPW048831P_Plans and Drawings FY21 Roadway Markings Guardrail REV 1 W911SG21B0011.pdf

FY21 ROADWAY MARKINGS AND GUARDRAIL

CONCURRENCES

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

Safety

Security

Department

Environmental

Force Protection

Management

Maintenance

Customer 1

Customer 2

DPW

Information

Anti-Terrorism

Fire

Physical

Garrison

Operations &

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WS-85210-2021-C-01

WS-85210-2021-C-G-02

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

FY21 Roadway Markings and Guardrail

GENERAL NOTES

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

7/14/21

Revised removal quantities, revised grading quantities, revised location at bridge 4

REP

Guardrail #1

Proposed Staging

Area LAT:

32.4351 LONG:

-106.4707

Guardrail #2

Guardrail #3

Guardrail #4

Guardrail #6

R

R

Guardrail #7

Contractor shall Remove/Replace Guardrail:

1. Guardrail 1: RR1 LAT: 32.4284, LONG: -106.4722, new construction consist of 75LF of straight rail and 2EA End Treatments each side of roadway, no removals East or West of Roadway.

2. Guardrail 2: RR1 LAT: 32.4255, LONG: -106.4740, new construction consist of 75LF of straight rail 2

End Treatments on the west side and 25LF of straight rail and 2 End Treatments on the East side of roadway, no removals East or West of Roadway.

3. Guardrail 3: RR1 LAT: 32.4239, LONG: -106.4750, new construction consist of 62.5LF of straight rail and 2 End Treatments West of Roadway, no removals no new construction East of Roadway.

4. Guardrail 4: RR1 LAT: 32.4173, LONG: -106.4791, new construction consist of 62.5LF of straight rail and 2 End Treatments on East side of roadway. No removals, no new construction West of

Roadway.

5. Guardrail 5: RR1 LAT: 32.4133, LONG: -106.4797, new construction consist of 62.5LF of straight rail and 2 End Treatments on west side of roadway, Remove and dispose of 50LF of straight rail and 2

End Treatments at an off-site location that has been permitted by the jurisdiction having authority to accept and dispose of construction waste and debris. No removals, no new construction East of

Roadway.

6. Guardrail 6: RR1 LAT: 32.4031, LONG: -106.4796, new construction consist of 2EA Thrie Beam

Transition Sections, 50LF of straight rail and 2EA End Treatments on West side of roadway. New construction on East side of Roadway consist of 75LF of straight rail, 2EA Thrie Beam Transition

Sections and 2EA End Treatments, per NMDOT STD 606-GR31-17/20.

R

R

R

R

Site Plan 1

Site Plan 2

N

FY21 Roadway Markings and Guardrail

WS-85210-2021-SP-03

Guardrail #5

7. Guardrail 7: RR316 LAT: 33.2760

LONG: -106.3973 New construction consist of 2EA End Treatments and

215LF of straight rail for the North side and 2EA End Treatments and 215LF of straight rail for the South side.

Remove and dispose 130LF of straight rail and 4 End Treatments at an off-site location that has been permitted by the jurisdiction having authority to accept and dispose of construction waste and debris.

7/14/21

Revised removal quantities, revised grading quantities, revised location at bridge 4

REP

3"

3"

3"

3"

3"

3"

3"

X"

Y"

STRIPES AT 45 DEGREES

TOWARD TRAVEL WAY.

BACKGROUND: YELLOW

(MUTCD SPECIFICATION,

OBJECT MARKERS) COPY:

BLACK

X AND Y SHALL BE WITHIN

3" OF FACE WIDTH AND

HEIGHT, RESPECTIVELY,

AND FACE SHALL HAVE A

MINIMUM 300 SQUARE

INCHES COPY AREA.

NO BLOCK OUT

CONCRETE CULVERT CROSSING

BEGINNING LAP

INTERMEDIATE LAPEND LAP

SET POST VERTICAL. VARY

POST LENGTH AS REQUIRED

FOR GRADE

GUARDRAIL POST

& BLOCK

6" THICK PROPOSED

AGGREGATE BASE

COURSE

3" THICK PROPOSED

ASPHALT SURFACE

SET POST VERTICAL. VARY

POST LENGTH AS REQUIRED

FOR GRADE

GUARDRAIL POST &

BLOCK

M

I N

M

A X

WS-85210-2021-C-DT-04

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

RR316 GUARDRAIL DETAIL

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

W6x9 METAL POSTS

NO SCALE

PROPOSED SKT 350 GUARDRAIL SYSTEM ABOVE WATERWAY RR316BOO2 ELEVATION VIEW

NO SCALE

PLAN VIEW

NO SCALE

PROPOSED SKT 350 GUARDRAIL SYSTEM PLAN VIEW

NO SCALE

FY21 Roadway Markings and Guardrail

DRAINAGE

STRUCTURE

2 SPACES @ 6'-3"

DOUBLE NESTED

12 GAGE SINGLE

FACE W-BEAM

GUARDRAIL WITH

W6x9 POSTS

4 SPACES @ 6'-3"

SINGLE NESTED 12 GAGE

SINGLE FACE

W-BEAM GUARDRAIL WITH

W6X9 POSTS

12'-6"

SINGLE FACE

W-BEAM GUARDRAIL

STANDARD SECTION

STEEL POST

ADD 12'-6" MIN. OF

STANDARD RAIL

BEFORE ATTACHING

END TREATMENT

BEGINNING LAPINTERMEDIATE LAP

END LAP

DIRECTION OF TRAVEL

25'

DOUBLE NESTED

12 GAGE W-BEAM

2 SPACES @ 6'-3"

DOUBLE NESTED

12 GAGE SINGLE

FACE W-BEAM

GUARDRAIL WITH

W6x9 POSTS

12'-6"

4 SPACES @ 6'-3"

DOUBLE NESTED 12

GAGE SINGLE FACE

W-BEAM GUARDRAIL

WITH W6X9 POSTS

SINGLE FACE

W-BEAM GUARDRAIL

STANDARD SECTION

STEEL POST

ADD 12'-6" MIN. OF

STANDARD RAIL

BEFORE ATTACHING

END TREATMENT

100'

M

I N

M

A X

SET POST VERTICAL.

VARY POST LENGTH AS

REQUIRED FOR GRADE

GUARDRAIL POST &

POLYMER COMPOSITE

BLOCK

SET POST VERTICAL.

VARY POST LENGTH

AS REQUIRED FOR

GRADE

GUARDRAIL POST &

POLYMER COMPOSITE

BLOCK

W6x9

BOLT MAY BE

PLACED THROUGH

EITHER LEFT OR

RIGHT FLANGE

BOLT HOLE

" x 10" BUTTON HEAD BOLT

WITH OVAL GRIP & HEX NUT

EXISTING SUB BASE

EXISTING 6" THICK

AGGREGATE BASE

COURSE

EXISTING 3" THICK

ASPHALT SURFACE

3"

3"

3"

3"

3"

3"

3"

X"

Y"

STRIPES AT 45 DEGREES

TOWARD TRAVEL WAY.

BACKGROUND: YELLOW

(MUTCD SPECIFICATION,

OBJECT MARKERS) COPY:

BLACK

X AND Y SHALL BE WITHIN

3" OF FACE WIDTH AND

HEIGHT, RESPECTIVELY,

AND FACE SHALL HAVE A

MINIMUM 300 SQUARE

INCHES COPY AREA.

NO BLOCK OUT

WS-85210-2021-C-DT-05

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

OWENS ROAD GUARDRAIL

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

PROPOSED SKT 350 GUARDRAIL SYSTEM OVER WATERWAY East and West of Roadway. ELEVATION VIEW

NO SCALE

PLAN VIEW

NO SCALE

PROPOSED SKT 350 GUARDRAIL SYSTEM PLAN VIEW

NO SCALE W6x9 METAL POSTS

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

PAVEMENT MARKING

TYPICAL SHOULDER/CENTER

STRIPE DIMENSIONS

NTS

4"

WS-85210-2021-C-DT-06

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

FOG SEAL/MARKINGS DETAIL

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

Roadway Markings/Stripe

Notes:

1. Contractor shall restripe centerline roadway striping on

WSMR, RR7 Section 16 per

Details this Sheet.

2. Contractor shall verify location of no passing zones.

3. All markings shall be a 4" Type

"B" Waterborne Traffic Marking and shall comply with Section

634.05 of the FP-03 and the

Manual on Uniform Traffic

Control Devices. Apply 12# of beads per 100SF. All Traffic

Control devices and markings shall conform with MUTCD.

4. Contractor shall prepare road surface and apply per mfg.

instructions.

5. Contractor shall Fog Seal approximately 30,976SY.

Fog Seal Notes:

1.

Application of fog seal shall comply with Section 415 Pavement Surface

Restoration of the New Mexico State

Highway & Traffic Department

(NMSHTD) and Federal Highway

Standards and Specifications,section

406.

2. Contractor shall prepare roadway surface and apply per manufacturers instructions.

3. Contractor shall provide a Master Seal

Tire Rubber Modified Surface Sealer

(TRMSS) fog seal or Government approved equal on the 2.64 mile stretch of Route 7, Section 16 per manufacturer specifications. Roadway width is 20' with no shoulders, 30,976SY of fog seal. Submittal shall be provided to the Project Engineer for material approval/disapproval.

4. Vehicular traffic shall not be permitted on the pavement surface until sufficient curing time has elapsed to eliminate pickup or tracking of the sealant.

R

RR7 SEC 16 Begin Fog Seal and

New Striping LAT: 33.4934, LONG: -106.403

RR7 SEC 16 End Fog Seal and

New Striping LAT: 33.5272, LONG: -106.421

Site Plan 3

FIRE LANE NO PARKING

FIRE LANE NO PARKING

F I R E

L A N

E

N

O

P A R K I N

G

36"

FIRE

CURB PAINTED RED

3" RED LINES WITH 24" HIGH LETTERS IN

WHITE ON SOLID RED BACKGROUND

"FIRE LANE NO PARKING"

PAINTED ON PAVEMENT

WS-85210-2021-SP-07