DPW038668P_Plans_Drawings_12_Mar_2018_Final_Construction_Set_Design_draw.._.pdf

PDF 2 MB Posted

Attached to
Traffic Signs RR15 Federal contract opportunity
Solicitation number
W911SG-18-R-0058
Issued by
Department of the Army Materiel Command Mission and Installation Contracting Command Fort Bliss

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File Type Posted
Amendment_Solicitation_W911SG-18-R-0058-0004.pdf PDF
DPW038668P_Plans_Drawings_07_August_2018_Final_Construction_Set_Design_draw.pdf PDF
Amendment_0004_Conform_Solicitation_W911SG-18-R-0058.pdf PDF
Amendment_Solicitation_W911SG-18-R-0058-0003.pdf PDF
DPW038668P_Plans_Drawings_30_July_2018_Final_Construction_Set_Design_draw.pdf PDF
Amendment_0003_Conform_Solicitation_W911SG-18-R-0058.pdf PDF
DPW038668P_Plans_Drawings_24_July_2018_Final_Construction_Set_Design_draw.pdf PDF
Amendment_0002_Conform_Solicitation_W911SG-18-R-0058.pdf PDF
Amendment_Solicitation_W911SG-18-R-0058-0002.pdf PDF
Amendment_Solicitation_W911SG-18-R-0058-0001.pdf PDF
Amendment_Conform_Solicitation_W911SG-18-R-0058.pdf PDF
WSMR_Visitor_Control_Program_May_2017.pdf PDF
Template_Proposal_Breakdown_KTRS.xlsx XLSX spreadsheet
Solicitation_W911SG-18-R-0058.pdf PDF
Policy_Letter_24_-_Work_Force_Briefing_and_Training_on_the_Hazards_of_Un....pdf PDF
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SHEET TITLE

1 Index

2 Route 15 Site Plan

3 New Work

4 Road Sign Detail

ISSUED FOR

CONSTRUCTION

DATE: 12 MARCH 2018

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WS-85110-2018-G-GI-01

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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ENGINEERING DIVISION

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DIRECTORATE OF PUBLIC WORKS

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DRAWING NUMBER

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REVISIONS

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DESCRIPTION

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CHIEF DESIGN BRANCH

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CHIEF, ENGINEERING DIVISION

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GHB

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GHB

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MARTIN LUTHER KING BLVD

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ISSUED FOR

CONSTRUCTION

DATE: 12 MARCH 2018

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WHITE SANDS MISSILE RANGE MILITARY RESERVATION BOUNDARY

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WHITE SANDS MISSILE RANGE MILITARY RESERVATION BOUNDARY

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WHITE SANDS MISSILE RANGE MILITARY RESERVATION BOUNDARY

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SAN ANDRES NATIONAL WILDLIFE REFUGE BOUNDARY

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NASA WHITE SANDS TEST FACILITY

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SAN ANDRES NATIONAL WILDLIFE REFUGE

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SAN ANDRES NATIONAL WILDLIFE REFUGE

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FORT BLISS MILITARY RESERVATION BOUNDARY

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WS-85110-2018-G-SP-02

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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DIRECTORATE OF PUBLIC WORKS

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CHIEF, ENGINEERING DIVISION

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OF

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SITE PLAN

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text Samuel E. Morris

AutoCAD SHX Text 03/12/2018

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NONE

AutoCAD SHX Text RR-2 (Nike)

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RR-15

HWY 70

Start RR15

Lat/Long

X = 32.40047

Y = 106.29998

RR15 End

Lat/Long

X = 32.61562

Y = -106.29861

Traffic Sign Notes:

1. All sign materials and installation shall comply with the latest edition of the Manual on Uniform Traffic Control Devices and FHA's Standard

Highway Signs and Section 633 of FP-03.

2. All sign panels shall conform to ASTM B 209. Sign panels shall be constructed of 0.125" Aluminum.

3. Sign Posts shall be 1.75" x 1.75" Hot Galvanized square post conforming to ASTM A 653 or ASTM A 123.

4. All sign sheeting shall comply with ASTM D4951 Type III High Intensity

Prismatic Sheeting.

5. NCHRP 350 compliant breakaways required on all sign installations

EXCEPT delineators.

6. Contractor shall remove all existing traffic signs within project area and install new signs per schedule. Existing signs shall be completely dismantled and disposed of at an off-site location that has been permitted, by the jurisdiction having authority, to accept and dispose of construction waste and debris.

7. Delineators shall be placed every of a mile, placing every other delineator on opposite sides of the road. White reflector facing traffic on right, red reflector facing traffic on left.

ISSUED FOR

CONSTRUCTION

DATE: 12 MARCH 2018

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FORT BLISS MILITARY RESERVATION BOUNDARY

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WHITE SANDS MISSILE RANGE MILITARY RESERVATION BOUNDARY

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RR-256

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HWY-70

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WS-85110-2018-G-GI-03

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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ENGINEERING DIVISION

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DIRECTORATE OF PUBLIC WORKS

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DESCRIPTION

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CHIEF, ENGINEERING DIVISION

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RECOMMENDED

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SUBMITTED

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DESIGNED BY

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DRAWN

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AutoCAD SHX Text FY18 Roadway Traffic Signage

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RANGE ROAD 15 NEW WORK

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text Samuel E. Morris

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NONE

RR-251

2' min - 6' max

4'-0"

Varies

GENERAL NOTES:

1. Longitudinal location of no passing yellow lines shall be field verified by the

Contractor.

2. All traffic control devices and markings shall conform with the "Manual on

Uniform Traffic Control Devices for

Streets and Highways".

Color:

Reflectorized Black &

Yellow Design.

DELINEATOR

NTS

Edge of Shoulder

3" Dia.

3'-0"

Culvert

Object Marker

Type 3

Object Marker

Type 3

3RD. TYP. 2ND. TYP. 1ST. TYP.

See Schedule This Plate

Delineators

P C

P

T

Delineators

"C"

"D"

"B"

A

2' MIN - 12' MAX

3'-0"

VARIES

OBJECT MARKER SIGN

TYPE 3

NTS

EDGE OF SHOULDER

2' MIN

3'-0"

1'-4"

BOLT

CONFIGURATION

NTS

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 paint shall comply with the Manual of

Uniform Traffic Control Devices.

2. Apply Type "A" Traffic Paint with glass beads per FP-03.

3. Coordinate lane width to be re-stripped with

Project Engineer.

PAVEMENT MARKING

TYPICAL SHOULDER/CENTER

STRIPE

DIMENSIONS

NTS

4"

2' MIN - 6' MAX

7'-0"

VARIES

Traffic Sign Notes:

1. All Sign panels shall be constructed of 0.125"

Aluminum.

2. See sign schedule for sheeting type.

3. Breakaways required on all sign installations EXCEPT delineators.

TYPICAL TRAFFIC CONTROL SIGN

NTS

EDGE OF SHOULDER

2' MIN - 6' MAX

7'-0"

VARIES

Traffic Sign Notes:

1. All Sign panels shall be constructed of 0.125"

Aluminum.

2. See sign schedule for sheeting type.

3. Breakaways required on all sign installations EXCEPT delineators.

TYPICAL TRAFFIC CONTROL SIGN

NTS

EDGE OF SHOULDER

VARIES

6'-0"

Advisory Speed

Sign Type W13-1

SIGN POST NOTES:

The weight of each sign post before punching is 2.50 or 4.00 lbs/ft. The sign post is punched with 0.375" diameter holes on 1.0" centers full length. First hole and last hole 1.0" from end of post.

MIN. SIGN POST WEIGHTS:

Double Post Configuration 2.50 lbs/ft.

Single Post * 4.00 lbs/ft.

Delineator * 2.50 lbs/ft.

Object Markers * 2.50 lbs/ft.

HOLES 1" FOUR SIDES, 1.75" X

1.75" HOT GALVANIZED POST; 12

GAUGE W/NESTED POST

ANCHOR SYSTEM IN

ACCORDANCE WITH ASTM A 653

OR ASTM A 123

ANCHOR SLEEVE

(ONE SIZE LARGER

THAN POST)

BENDING DESIGN

BREAKAWAY

HOLES 1" FOUR SIDES, 1.75" X

1.75" HOT GALVANIZED POST; 12

GAUGE W/NESTED POST

ANCHOR SYSTEM IN

ACCORDANCE WITH ASTM A 653

OR ASTM A 123

ANCHOR SLEEVE

(ONE SIZE LARGER

THAN POST)

BENDING DESIGN

BREAKAWAY

ANCHOR SLEEVE

(ONE SIZE LARGER

THAN POST)

HOLES 1" FOUR SIDES, 1.75" X

1.75" HOT GALVANIZED POST; 12

GAUGE W/NESTED POST

ANCHOR SYSTEM IN

ACCORDANCE WITH ASTM A 653

OR ASTM A 123

BENDING DESIGN

BREAKAWAY

2' MIN

2' MIN

ISSUED FOR

CONSTRUCTION

DATE: 12 MARCH 2018

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WS-85110-2018-G-DT-04

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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ENGINEERING DIVISION

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DIRECTORATE OF PUBLIC WORKS

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DRAWING NUMBER

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REVISIONS

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DESCRIPTION

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SHEET

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CHIEF DESIGN BRANCH

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CHIEF, ENGINEERING DIVISION

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APPROVED

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SCALE

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CHECKED

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PROJECT MANAGER

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RECOMMENDED

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SUBMITTED

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DESIGNED BY

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NUMBER

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ROAD SIGN DETAIL

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text Samuel E. Morris

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NONE

Sheets and Views
FY18 Roadway Traffic Signs-Index_1
FY18 Roadway Traffic Signs-Site Plan_2
FY18 Roadway Traffic Signs-New Work_RR15_3
FY18 Roadway Traffic Signs-Road Sign Details_4

File details come from the government source that posted it.