DPW042461P 03 MAY 2021 DRAWINGS REPAIR RR7 SEC 13 W911SG21B0007.pdf

BID SET

100% DESIGN

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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 &

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DESIGNED BY

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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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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SHEET

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ENGINEERING DIVISION

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OF

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DESCRIPTION

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REVISIONS

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APPROVED

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BY

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REPAIR ROUTE 7 SECTION 13

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COVER SHEET/DRAWING INDEX

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WS-85210-2021-C-I-01

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DIRECTORATE OF PUBLIC WORKS

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REP

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REP

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NONE

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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DIRECTORATE OF PUBLIC WORKS

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ENGINEERING DIVISION

AutoCAD SHX Text Repair Route 7 Section 13

BID SET

100% DESIGN

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1. Contractor shall coordinate all work with existing conditions and construction Contractor shall coordinate all work with existing conditions and construction drawings. Provide all equipment, material and labor as required for complete functional system. 2. All materials and equipment shall be installed in accordance with All materials and equipment shall be installed in accordance with manufacture's published recommendations, contract documents, industry standards and all federal, state, and local codes and amendments as adopted by the government for service intended by the Contracting Officer (KO). The install of all materials and equipment shall be made by experience and licensed craftsman in a neat workman like manner. All materials, supervision, labor, tool, costs and services necessary to completely install a functional system shall be furnished by the contractor. 3. The term "provide" used in the drawings and scope of work implies the The term "provide" used in the drawings and scope of work implies the contractor shall furnish, transport, install, connect, warrant, and start-up, inclusively. 4. The drawings are diagrammatic only but are required to be followed as The drawings are diagrammatic only but are required to be followed as closely as actual construction conditions and work of other trades permit. 5. Upon completion of work, contractor shall provide within 10 days, Upon completion of work, contractor shall provide within 10 days, manufacture's operating & maintenance manual for all equipment including replacement parts list. 6. Contractor shall report discrepancies between field conditions and new Contractor shall report discrepancies between field conditions and new construction drawings to the KO prior to providing their bid. 7. Should there be any concern by the contractor, the contractor shall submit Should there be any concern by the contractor, the contractor shall submit a Request For Information (RFI) through the proper procedures to have his/her concerns resolved. 8. Contractor shall field verify all existing utilities prior to any excavation for Contractor shall field verify all existing utilities prior to any excavation for new sign post/pole foundations per SOW 5.5. 9. The contractor shall remove and dispose of any existing asphalt pavement The contractor shall remove and dispose of any existing asphalt pavement or rigid concrete. Contractor may dispose rigid concrete at the WSMR Hughes Reclamation Area (Main Cantonment) located at the intersection of Watertown and Hughes Ave. Rigid concrete shall be free of rebar and/or all debris. 10. Contractor shall apply water for dust control per section 158 of the Federal Contractor shall apply water for dust control per section 158 of the Federal Highway Administration (FP-03). Contractor may utilize water standpipe located west of Route 7/Route 6 intersection (Lat. = 33.17833, Long. = -106.52303). Approximate distance from Section 13 project site is 16 miles. Alternate water source located at LAT= 33.49928, long = LAT= 33.49928, long = -106.17205, 21 mile northeast of the project.

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1. All pavement markings & striping shall be 4" wide, white or yellow as All pavement markings & striping shall be 4" wide, white or yellow as indicated on the details and Plan Sheet 4 and shall conform to the Plan Sheet 4 and shall conform to the nd shall conform to the standard highway colors. 2. All pavement markings shall to be installed by using Type "B" Waterborne All pavement markings shall to be installed by using Type "B" Waterborne Type "B" Waterborne Traffic Paint with glass beads per Section 704 of the NMSHTD, FP(03) 634.05 & Plan Sheet 4 of drawings. Paint application rate shall be Plan Sheet 4 of drawings. Paint application rate shall be of drawings. Paint application rate shall be . Paint application rate shall be placed at a minimum rate of 19.75 gal/mi of paint for a solid 4 inch line and 4.94 gal/mi for a broken 4 inch line. Glass reflectorized beads application rate shall be applied on the wet paint at a minimum rate of 6# of beads to each gallon of paint. This translates into a minimum weight of beads of 29.6 lb/mi of broken line and 118.5 lb/mi of solid line. 3. All specifications for pavement markings shall be in accordance with the All specifications for pavement markings shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) standard manual, 2009 Edition. 4. The contractor shall prepare road surface prior to applying roadway The contractor shall prepare road surface prior to applying roadway markings per mfg. instructions.

AutoCAD SHX Text General Notes:

AutoCAD SHX Text Pavement Marking Notes::

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1. Develop and implement a Government approved traffic control plan for Develop and implement a Government approved traffic control plan for all elements of work. Traffic control plan shall be developed, implemented and maintained in accordance with the NMSHTD, Sections 618, 702 and Chapter 6 of the Manual on Uniform Traffic Control Devices. All work shall be performed in a manner that provides 24 hour per day, 7 days a week, vehicular access adjacent to project area.

AutoCAD SHX Text Traffic Sign Notes: 1. Contractor shall remove all existing traffic signs and delineators within project area and install new signs per schedule plate #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 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 shall be installed per locations specified on sign schedule and new sign posts shall have a slip base (NCHRP 350 compliant breakaway sleeve) system with the EXCEPTION of delineators and 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 7 and shall be installed with U-Channel posts per Plan Sheet 4 and sign schedule. 8. All new traffic signs, specifications and placement distances shall be per sign details and sign distance tables of the "Standard highway signs" standard manual, 2009 edition.

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DESIGNED BY

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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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ENGINEERING DIVISION

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OF

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DESCRIPTION

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REVISIONS

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APPROVED

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BY

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GENERAL NOTES

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WS-85210-2021-C-G-02

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DIRECTORATE OF PUBLIC WORKS

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REP

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REP

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NONE

1.69 Miles

24'

PROJECT

SITE

STALLION RANGE

CENTER

WSMR MAIN

CANTONMENT

END CRACK/FOG SEAL

LAT. = 33.36161

LONG. = -106.39939

ROUTE 7, SECTION 13 PLAN VIEW

NO SCALE

N

BEGIN CRACK/FOG SEAL

LAT. = 33.33679

LONG. = -106.39882

Crack Sealing Notes:

1. 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 13 shall be 33,200 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. 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 1.69 mile stretch of Route 7, Section 13 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. = 33.36146

LONG. = -106.39900

BID SET

100% DESIGN

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WSMR BOUNDARY

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RR13

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RR5

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RR7

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RR6

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RR20

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RR12

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RR7

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DESIGNED BY

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CHIEF, ENGINEERING DIVISION

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BRANCH CHIEF

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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SITE PLAN

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WS-85210-2021-C-SP-03

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DIRECTORATE OF PUBLIC WORKS

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REP

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REP

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NONE

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

13.

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

100% DESIGN

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DESIGNED BY

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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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DIRECTORATE OF PUBLIC WORKS

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SHEET

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ENGINEERING DIVISION

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OF

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DESCRIPTION

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REVISIONS

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APPROVED

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BY

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ROADWAY TRAFFIC SIGN & MARKING DETAILS

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WS-85210-2021-C-DT-04

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DIRECTORATE OF PUBLIC WORKS

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REP

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REP

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NONE