DPW038680P_Plan Drawings_FY20 Traffic signs -W911SG20B0005.pdf

PDF 2 MB Posted Jul 23, 2020

Attached to: FY20 Traffic Sign Repairs
Solicitation number: W911SG20B0005
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

View the file

Other files

File	Type	Posted
Bid Abstract SF1419 FY20 Traffic Sign Repairs W911SG20B0005 1 of 2.pdf	PDF	Aug 26, 2020
Bid Abstract SF1419A FY20 Traffic Sign Repairs W911SG20B0005 2 of 2.pdf	PDF	Aug 26, 2020
Solicitation Traffic Sign Repairs - W911SG20B0005.pdf	PDF	Jul 23, 2020
WSMR Visitor Control Program May 2017.pdf	PDF	Jul 23, 2020
Garrison Policy 39 - Uprange Access Control and Travel Policy.pdf	PDF	Jul 23, 2020
Traffic Sign Photos W911SG20B0005.pdf	PDF	Jul 23, 2020
MICC WSMR Roadway Traffic Sign Repairs Pre-Bid Conference W911SG20B0005.pdf	PDF	Jul 23, 2020

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MARTIN LUTHER KING BLVD

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SIOUX ST

SAINT LOUIS ST

CRAIG ST

MARTIN LUTHER BLVD

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ENGINEER DRIVE

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PICATINNY AVE PICATINNY AVE

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ABERDEEN AVE

TALOS AVE

AEROBEE AVE

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TERRIER AVE

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ABERDEEN AVE

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SATURN AVE

THOR ST

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LA CROSSE ST

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PICATINNY AVE PICATINNY AVEPICATINNY AVE

HAWK ST

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BENET S

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AUGUSTA ST

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BENET S

DETROIT ST

FRANKFORD ST

SPRINGFIELD ST

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DYER ST

ROCK ISLAND AVE ROCK ISLAND AVE

MILAN ST

DYER STFLAGLER

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JOLIET ST

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ATLAS S

WS-85110-2019-G-GI-01 COVERSHEET/DRAWING INDEX

WS-85110-2019-C-SP-02 SITE PLAN ROUTE 21

WS-85110-2019-C-G-03 NEW WORK ROUTE 21

WS-85110-2019-C-DT-04 ROADWAY TRAFFIC SIGN DETAIL

ROUTE 21

MID-RANGE

(ROUTE 6)

BID SET

100% DESIGN

UPDATED: 8 JUNE 2020

ROUTE 7

WSMR MAIN

CANTONMENT

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H.A.F.B. SUPPLEMENTAL AREA

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SHELTER

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SCALES

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SHELTER

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THEATER

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STALLION RANGE CENTER

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WELL #10A

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MUSEUM

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MATERIAL

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LATRINE

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CRANE

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TELEPHONE

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EXCHANGE

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LIBRARY

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POST DENTAL CLINIC

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POST OFFICE

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BUILDING

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CHIEF, ENGINEERING DIVISION

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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FY 20 ROADWAY TRAFFIC SIGNS

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ENGINEERING DIVISION

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COVER SHEET/DRAWING INDEX

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FY20 ROADWAY TRAFFIC SIGNS

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WS-85110-2019-G-GI-01

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GHB

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GHB

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NONE

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CONCURRENCES

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BEGIN ROUTE 21 SIGN PROJECT

LAT. = 32.39877

LONG. = -106.37719

END ROUTE 21 SIGN PROJECT

LAT. = 32.47997

LONG. = -106.41444

R o u t e i k e

R O

U T

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100% DESIGN

UPDATED: 8 JUNE 2020

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NONE

Traffic Sign Notes:

1. Contractor shall remove all existing traffic signs within project area and install new signs per schedule, Plan Sheet 3. 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.

2. All sign materials and installation shall comply with the latest edition of the Manual on Uniform Traffic Control Devices, Section 701 of NMSHTD and Plan

Sheet 4.

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

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

5. All sign sheeting shall comply with ASTM D4951 Type IX Diamond Grade VIP Sheeting.

6. All new signs are to be installed per locations specified on sign schedule, Plan Sheet 3 and new sign posts shall have a slip base (NCHRP 350 compliant breakaway sleeve) system with the EXCEPTION of mile markers & shall be installed at a safe clear distance from the existing curb or edge of pavement.

7. Mile markers shall be placed on west side of Route 21 and shall be installed with U-Channel posts per Plan Sheet 4 and sign schedule, Plan Sheet 3 and shall comply with ASTM A 499.

8. All new traffic signs, specifications and placement distances are as per sign details and sign distance tables of the "Standard highway signs" standard manual, 2009 edition.

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UPDATED: 8 JUNE 2020

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SHEET

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ENGINEERING DIVISION

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DESCRIPTION

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REVISIONS

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APPROVED

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NEW WORK ROUTE 21

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FY20 ROADWAY TRAFFIC SIGNS

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WS-85110-2019-C-G-03

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

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Color:

Reflectorized Black &

Yellow Design.

.802"

.182"

2.037"

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

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 2.00, 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 * 2.00 lbs/ft.

Mile Markers * 2.00 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 - 12' MAX

12"

VARIES

SITE NAME PLAQUE

NTS

EDGE OF SHOULDER

3'-0"

2' MIN

3'-0"

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

SITE NAME

42-54 inches

Retroreflective Red and White

15'-0"

8" 16"

SMR GATES, RETROREFLECTIVE

RED & WHITE STRIPES

NTS

GATE

CLOSED

Gate Closed Sign facing approaching traffic

2' min - 6' max

4'-0"

Varies

MILE MARKER

NTS

Edge of Shoulder

10"

3'-0"

MILE

27"

GREEN POWDER COATED

U-CHANNEL POSTS WITH

PREPUNCHED

" MOUNT

HOLES AT 1" CENTERS

HOLE TO HOLE, 2 LBS/FT

BID SET

100% DESIGN

UPDATED: 8 JUNE 2020

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DIRECTORATE OF PUBLIC WORKS

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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PROJECT MANAGER

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CHECKED BY

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DRAWN BY

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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SCALE

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SHEET

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ENGINEERING DIVISION

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PLATE

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DESCRIPTION

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REVISIONS

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APPROVED

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ROADWAY TRAFFIC SIGN DETAIL

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FY20 ROADWAY TRAFFIC SIGNS

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WS-85110-2019-C-DT-04

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

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Sheets and Views

FY20 Roadway Traffic Signs_Laptop-Cover_1

FY20 Roadway Traffic Signs_Laptop-Site Plan_Route 21_2

FY20 Roadway Traffic Signs_Laptop-New Work_Route 21_3

FY20 Roadway Traffic Signs_Laptop-Roadway Traffic Sign Details_4

File details come from the government source that posted it. Updated Jul 24, 2020.