DPW038679P_Plan_Drawings_19_Aug_2019_Revision_100__Bid_Set_Design_Drawings....pdf

PDF 1 MB Posted Aug 20, 2019

Attached to: FY19 TRAFFIC SIGNS
Solicitation number: W911SG19B0008
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Bliss

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DPW038679P_Plan Drawings_19 Aug 2019 Revision_100% Bid Set Design_Drawings

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MARTIN LUTHER KING BLVD

DYER ST

BENET ST

HEADQUAR

TERS AVE

SIOUX ST

SAINT LOUIS ST

CRAIG ST

MARTIN LUTHER BLVD

WESSON S

BOMFORD

RAMSEY ST

NAVAJO ST

ENGINEER DRIVE

INDIANA ST

GODDARD AVERIPLEY ST

GODDARD AVE

PICATINNY AVE PICATINNY AVE

MARTIN LUTHER KING BLVD

CROZIER S

DYER ST

PARSONS ST

BLANDY ST

HALSEY ST

NOBLE ST

ZEUS ST

POLARIS S

JUPITER DR

MERCURY AVE

ROCK ISLA

ND AVE

ROCK ISLAND AVE

HAWK STLA CROSSE

LA CROSSE

ST HAWK ST

ANNISTON AVE

LETTERKENNY AVE

ROSSFORD AVE

TOOELE AVE

GODDARD AVE SIERRA ST

MARTIN LUTHER KING BLVD

ABERDEEN AVE

TALOS AVE

AEROBEE A

TALOS

AVE

TERRIER AVE

DEACON AVE AEROBEE A

VEVIKING ST

VIKING STRIPLEY ST

NIKE AVE

ABERDEEN AVE

NIKE AVE

HUGHES RD

WATERTOWN AVE

CRAIG STRAMSEY STWESSON S

HEADQUAR

TERS AVE

SATURN AVE

THOR ST

RIPLEY ST

LA CROSSE ST

LA CROSSE

HAWK ST DART ST LOKI ST

PICATINNY AVE PICATINNY AVEPICATINNY AVE

HAWK ST

DART ST

RAVENNA AVE

BENET ST

CROZIER S

AUGUSTA ST

CROZIER S

BENET ST

DETROIT ST

FRANKFORD ST

SPRINGFIELD ST

CROZIER S

DYER ST

ROCK ISLAND AVE ROCK ISLAND AVE

MILAN ST

DYER STFLAGLER S

HOF ST

JOLIET ST

RADFORD ST

WINGATE ST

SAN JACINTO ST

VANGUARD DR

VANGUARD

ZEUS DR

ZEUS DR ZEUS DR HERCULES

PERSHING

PERSHING DR

ZUNI DR

HERCULES

ZUNI DR ZUNI DR

ATLAS ST

BID SET

100% DESIGN

DATE REVISED: 19 AUGUST 2019

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

WS-85110-2019-C-SP-02 SITE PLAN ROUTE 252

WS-85110-2019-C-SP-03 SITE PLAN ROUTE 9

WS-85110-2019-C-G-04 NEW WORK ROUTE 252

WS-85110-2019-C-G-05 NEW WORK ROUTE 9

WS-85110-2019-C-DT-06 ROADWAY TRAFFIC SIGN DETAIL

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

Customer 2 Date

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SHELTER

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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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MISSILE

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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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APPROVED

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SITE PLAN ROUTE 9

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FY19 ROADWAY TRAFFIC SIGNAGE

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WS-85110-2019-C-SP-03

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GHB

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GHB

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Traffic Sign Notes:

1. Contractor shall remove all existing traffic signs within project area and install new signs per schedule, Plan Sheet 4.

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 6.

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 4 and new sign posts shall have a slip base (NCHRP 350 compliant breakaway sleeves) system and shall be installed at a safe clear distance from the existing curb or edge of pavement.

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 per Plan

Sheet 6 and sign schedule, Plan Sheet 4.

8. Mile markers and delineators shall be installed with green powder coated U-Channel posts per Plan Sheet 6 and sign schedule, Plan Sheet 4 and shall comply with ASTM A-499

Yield Strength.

9. 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.

Route

(N ike)

W H

I T

A N

S I L

A N

I T

A R

E S

E R

V A

T I O

O U

N D

A R

ORO GRANDE

RANGE CAMP

R o u t e

Route 259

AMRAD

BID SET

100% DESIGN

DATE REVISED: 19 AUGUST 2019

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WHITE SANDS MISSILE RANGE MILITARY RESERVATION BOUNDARY

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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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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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NEW WORK ROUTE 252

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FY19 ROADWAY TRAFFIC SIGNAGE

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WS-85110-2019-C-G-04

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

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Traffic Sign Notes:

1. Contractor shall remove all existing traffic signs within project area and install new signs per schedule, Plan Sheet 5. 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 6.

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 5 and new sign posts shall have a slip base

(NCHRP 350 compliant breakaway sleeves) system and shall be installed at a safe clear distance from the existing curb or edge of pavement.

7. 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.

MILE

MARKER 23.5

R o u t e

ROUTE 9/ROUTE 12

INTERSECTION

Route

BID SET

100% DESIGN

DATE REVISED:

19 AUGUST 2019

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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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NEW WORK ROUTE 9

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FY19 ROADWAY TRAFFIC SIGNAGE

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WS-85110-2019-C-G-05

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GHB

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GHB

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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"

.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

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

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 on

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

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 - 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

DATE REVISED: 19 AUGUST 2019

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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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FY19 ROADWAY TRAFFIC SIGNAGE

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WS-85110-2019-C-DT-06

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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

FY19 Roadway Traffic Signs-Index_1

FY19 Roadway Traffic Signs-Site Plan_RR252_2

FY19 Roadway Traffic Signs-Site Plan_RR9_3

FY19 Roadway Traffic Signs-New Work_RR252_4

FY19 Roadway Traffic Signs-New Work_RR9_5

FY19 Roadway Traffic Signs-Roadway Traffic Sign Details_6

File details come from the government source that posted it.