DPW039037P-Drawings- RR6 Sec5-17 June 2021-W911SG21B0015.pdf

WS-85210-2021-C-G-01

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

Repair Route 6 Section 5

COVER

S

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

WHITE SANDS MISSILE RANGE, NEW MEXICO

DESIGN BRANCH

T

C

I

R

A

E

M

A

F

O

E

C

A

L

P

H

T

R I

B

I

H

W

S

D

N

A

S

E

R

E

L

I

S

S

IM

Y

T

I

V

E

G

I

T

C

A

E

C

A

P

S

N

A

E

L

I

S

S

I M

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

REPAIR ROUTE 6 SECTION 5

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

100%

Bid Set

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

Repair Route 6 Section 5

GENERAL NOTES

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

WS-85210-2021-C-SP-03

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

Repair Route 6 Section 5

SITE LOCATION

REP

REP

Rafael Acosta

- NONE

BEGIN PROJECT LOCATION

LAT. = 33.11900

LONG. = -106.39449

END PROJECT LOCATION

LAT. = 33.11904

LONG. = -106.41013

R R

PROPOSED STAGING AREA

LAT. = 33.11868

LONG. = -106.39261

N

TYPICAL INTERSECTION ELEVATION VIEW

NO SCALE

SITE PLAN

NO SCALE

0.91 Miles

Project Area

(Section 5)

NEW TYPE "B" ASPHALT SURFACE

COMPACTED TO A MINIMUM OF 3 INCH

THICKNESS

PRIME

COAT

NEW BASE COURSE COMPACTED

TO 96% PER ASTM D1557 TO A

FINAL THICKNESS OF 6 INCHES

EXISTING ASPHALT SURFACE.

SCARIFY AND RE-MIX INTO EXISTING

SUB-BASE. RECOMPACT SURFACE TO

96% PER ASTM D1557

SUBBASE - SCARIFTY TO 8

INCHES AND COMPACT TO 96%

PER ASTM D1557

NEW TYPE "B"

ASPHALT PAVEMENT

SURFACE

PRIME

COAT

OVERLAP BASE MIN.

12" FROM EDGE OF

HMAC

NEW BASE COURSE

COMPACTED TO 96% PER

ASTM D1557 TO A FINAL

THICKNESS OF 6 INCHES

NATIVE FILL - 3H:1V MAX

SLOPE. COMPACT TO 96%

PER ASTM D1557

SUBBASE - SCARIFY

TO 8 INCHES AND

COMPACT TO 96%

PER ASTM D1557

BORDER

6' - 0" MIN 6' - 0" MIN

Slope

"/FT

TRAVELED WAY

TRAVELED WAY

BORDER

11' - 0" MIN 11' - 0" MIN

WS-85210-2021-C-G-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

Repair Route 6 Section 5

NEW WORK

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

CROSS SECTION TYPICAL ASPHALT ROADWAY

NO SCALE

ROADWAY TYPICAL TRAVEL WAY/SHOULDER WIDTH

NO SCALE

R R

END OF

PROJECT:

Saw cut across Route 6

START OF

PROJECT:

Saw cut across

Route 6

2' min - 6' max

4'-0"

Varies

Color:

Reflectorized Black &

Yellow Design.

TYPICAL DELINEATOR

NTS

Edge of Shoulder

3" Dia.

3'-0"

.802"

.182"

2.037"

Y

Y

XX

.841"

2' MIN - 12' MAX

3'-0"

VARIES

OBJECT MARKER SIGN

NTS

EDGE OF SHOULDER

1'

2' MIN

3'-0"

VARIES

C

L

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

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

VARIES

6'-0"

Advisory Speed

Sign Type W13-1

SIGN POST NOTES:

The weight of each sign/delineator post before punching is 2.27 & 1.12 lbs/ft. The sign/delineator 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 Square Post Configuration * 2.27 lbs/ft.

Single Square Post * 2.27 lbs/ft.

U-Channel Delineator * 1.12 lbs/ft.

Object Markers Square Post * 2.27 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

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

STRIPE NOTES:

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

2. Contractor shall apply Type "H" Extruded

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

12# beads per 100 S.F.

3. Contractor shall restripe shoulder and centerline to match existing.

11' LANE MIN.

11' LANE MIN.

DROP OFF POLICY

NTS

MILE MARKER

NTS

Edge of Shoulder

10"

MILE

X

X

GREEN POWDER COATED

U-CHANNEL POSTS WITH

PREPUNCHED

" MOUNT

HOLES AT 1" CENTERS

HOLE TO HOLE, 2 LBS/FT

2' min - 6' max

4'-0"

Varies

3'-0"

27"

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

Repair Route 6 Section 5

ROADWAY SIGN/MARKINGS DETAIL

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

Traffic Sign Notes:

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

Details this Sheet.

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

3. All sign sheeting shall comply with ASTM D4956 Type IX

Diamond Grade VIP Sheeting.

4. Delineators shall be staggered on opposite sides of the roadway every of a mile.

5. Sign Posts shall be 1.75"x1.75" galvanized square post conforming to ASTM A 1011, grade 55.

6. NCHRP 350 compliant breakaways shall be required on all sign installations with the EXCEPTION of delineators. Breakaways shall be 2.0"x2.0"x36" galvanized square post conforming to

ASTM A 1011, grade 55.

7. Contractor shall remove all existing traffic signs and delineators within the project area and install new signs per schedule. All signage material(s) shall be disposed of off-site at an approved

State Licensed Landfill.

Roadway Markings/Stripe Notes:

1. Contractor shall restripe shoulder and centerline roadway striping on WSMR, RR6 Section 5 per Details this Sheet.

2. Contractor shall provide white shoulders and yellow center striping.

3. All markings shall be a 4" Type "H" Extruded Thermoplastic

Traffic Marking and shall comply with Section 634.08 of the

FP-03 and the Manual on Uniform Traffic Control Devices.

4. Prepare road surface and apply per mfg. instructions.