DPW042471P_Plans_23 JULY 2021 Repair Route 7 Section 22 W911SG21B0008.pdf

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BID SET

100% DESIGN

DATE REVISED: 23 July 2021

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 &

BID SET

100% DESIGN

DATE REVISED: 23 July 2021

2.00 Miles

24'

PROJECT

SITE

STALLION RANGE

CENTER

WSMR MAIN

CANTONMENT

END CRACK/FOG SEAL

LAT. = 33.79686

LONG. = -106.63035

ROUTE 7, SECTION 22 PLAN VIEW

NO SCALE

N

BEGIN CRACK/FOG SEAL

LAT. = 33.7718

LONG. = -106.6134

Crack Sealing Notes:

Crack and joint sealant material shall be hot-poured sealant conforming to the general and physical requirements of AASHTO M301 or AASHTO M173.

2. Routers shall be equipped with bits that are in., in diameter, or greater as dictated by the project requirements, and which provide a to 1 in., depth of cut.

3. Cracks shall be routed and cleaned with high-velocity compressed air, unless otherwise directed by the Project Manager, prior to placing crack and joint sealant material. Total amount of crack sealant for Section 22 shall be 48,400 LF.

4. The contractor shall seal each joint such that, after cooling, the level of the sealant is no more than in., below the pavement surface, but not above the pavement surface.

Contractor shall use a squeegee to ensure that a 3 in., wide band is centered on the finished sealed crack.

5. The contractor shall provide a SealMaster Tire Rubber Modified Surface Sealer (TRMSS) fog seal or Government approved equal on the 2.00 mile stretch of Route 7, Section 22 per manufacturer specifications.

6. Vehicular traffic shall not be permitted on the pavement surface for a minimum of two hours after application to allow for curing and eliminate pickup or tracking of the sealant.

Contractor shall follow manufacturer recommendations for curing times. Curing times are dependent upon weather and ambient temperature.

7. Government will provide to the contractor, approval for all equipment, material staging areas and heavy truck turn-around areas. Areas will be assessed for environmental considerations by DPW Environmental Division.

PROPOSED STAGING AREA

LAT. = 33. 79666

LONG. = -106.6298

BID SET

DATE REVISED: 23 JULY 2021

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.

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 Paint Markings shall comply with the Manual on

Uniform Traffic Control Devices and Detail this Sheet.

2. Apply two coats of a Type "B" Waterborne Traffic Paint with glass beads per Section 704 of the NMSHTD.

Apply 6# of beads per gallon of paint.

3. Restripe shoulder and centerline on Route 7, Section

22.

Color:

Reflectorized Black &

Yellow Design.

2' MIN - 12' MAX

12"

VARIES

SITE NAME SIGN

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

BID SET

DATE REVISED: 23 July 2021