DPW039269P_Plan_Drawings_Revised_26_August_2019_100__Bid_Set_Design.pdf

BID SET

100% DESIGN

DATE REVISED: 26 AUGUST 2019

WS-85210-2019-C-GI-01 COVERSHEET/DRAWING INDEX

WS-85210-2019-C-G-02 GENERAL NOTES

WS-85210-2019-C-SP-03 SITE PLAN ROUTE 7, SECTIONS 14 & 21

WS-85210-2019-C-SP-04 SITE PLAN ROUTE 7, SECTION 21.1

WS-85210-2019-C-DT-05 TRAFFIC SIGNS & PAVEMENT MARKING DETAIL

N

WSMR MAIN

CANTONMENT

ROUTE 7, SECTIONS

21 & 21.1

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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.

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

ROUTE 7,

SECTION 14

MID-RANGE

(ROUTE 6)

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DIRECTORATE OF PUBLIC WORKS

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DESIGNED BY

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DATE

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BRANCH CHIEF

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DRAWING NUMBER

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OF

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FY19 CRACK/FOG SEAL ROUTE 7 SECTIONS 14, 21, 21.1

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COVER SHEET/DRAWING INDEX

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WS-85210-2019-G-GI-01

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GHB

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GHB

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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 FY19 Crack/Fog Seal Recondition

BID SET

100% DESIGN

DATE REVISED: 26 AUGUST 2019

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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 is to submit Should there be any concern by the contractor, the contractor is to submit a Request For Information (RFI) through the proper procedures to have his/her concerns resolved. 8. Contractor is to field verify all existing utilities prior to any excavation for Contractor is to field verify all existing utilities prior to any excavation for new sign post/pole foundations. 9. Remove and dispose of any existing asphalt pavement or rigid concrete. 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) for Section 14 and water standpipe located at Stallion Range Center (SRC) (Lat. = 33.81879, Long. = -106.65453) for Sections 21 and 21.1. Metering of water usage shall be required and reported to the COR on a weekly basis by the amount of truck loads used per day. Approximate distance from Section 14 project site is 17.7 miles and from Sections 21/21.1 project site to SRC is 14 miles.

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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 5 and shall conform to the Plan Sheet 5 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" All pavement markings shall to be installed by using Type "B" Type "B" Waterborne Traffic Paint with glass beads per Section 704 of the NMSHTD & Plan Sheet 5 of drawings. Paint application rate shall be Plan Sheet 5 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 All specifications for pavement markings shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) standard manual, 2009 Edition. 4. Edge line striping should typically be placed 6 inches from the edge of Edge line striping should typically be placed 6 inches from the edge of pavement. Edge line striping is not required in stand-up curb or curb and gutter sections of roadway. 5. Prepare road surface prior to applying roadway markings per mfg. Prepare road surface prior to applying roadway markings per mfg. instructions. Quantity per section to include two coats each shall be, Quantity per section to include two coats each shall be, Section 14 = 47,600 LF, Section 21 = 52,500 LF and Section 21.1 = 102,900 LF.

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1. Contractor shall remove all existing traffic signs within project area and Contractor shall remove all existing traffic signs within project area and install new signs per schedules, Plan Sheet 5. 2. All sign materials and installation shall comply with the latest edition of 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 5. 3. All sign panels shall conform to ASTM B 209. Sign panels shall be All sign panels shall conform to ASTM B 209. Sign panels shall be constructed of 0.125" Aluminum. 4. All traffic signs shall have 2 - 1.75"x1.75" galvanized square post All traffic signs shall have 2 - 1.75"x1.75" galvanized square post conforming to ASTM A 1011, grade 55. 5. All sign sheeting shall comply with ASTM D4951 Type IX Diamond Grade All sign sheeting shall comply with ASTM D4951 Type IX Diamond Grade VIP Sheeting. 6. NCHRP 350 compliant breakaways sleeves required on all sign NCHRP 350 compliant breakaways sleeves required on all sign installations with the exception of delineators. 7. All new traffic signs, specifications and placement distances are as per 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. 8. All new signs are to be installed at designated areas and new sign All new signs are to be installed at designated areas and new sign posts shall have a "slipbase system" & shall be installed at a safe clear distance from the existing curb or edge of pavement. 9. All traffic signs and posts shall be disposed offsite at a State Licensed All traffic signs and posts shall be disposed offsite at a State Licensed Landfill.

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.

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DIRECTORATE OF PUBLIC WORKS

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GENERAL NOTES

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WS-85210-2019-C-G-02

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GHB

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GHB

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NONE

500'

500'

500'

500'

800'

5600'

24'

1145'

600'

100'

500'

3345'

500'

4795'

24'

PROJECT

SITE

STALLION RANGE

CENTER

WSMR MAIN

CANTONMENT

END CRACK/FOG SEAL

LAT. = 33.38362

LONG. = -106.39788

BEGIN CRACK/FOG SEAL

LAT. = 33.36127

LONG. = -106.39941

ROUTE 7, SECTION 14 PLAN VIEW

NO SCALE

N

PROPOSED STAGING

AREA

LAT. = 33.36146

LONG. = -106.39908

CONCRETE

BRIDGE OVER

ROUTE 7 (NO

CRACK/FOG

SEAL)

END CRACK/FOG SEAL

LAT. = 33.67273

LONG. = -106.55463

BEGIN CRACK/FOG SEAL

LAT. = 33.64684

LONG. = -106.53303

N

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CENTER

PROJECT

SITE

ROUTE 7, SECTION 21 PLAN VIEW

NO SCALE

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CANTONMENT

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 prior to placing crack and joint sealant material. Total amounts of crack sealant for Section 14 shall be 30,200 LF and 62,000 LF for

Section 21.

4. 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. Provide a SealMaster Tire Rubber Modified Surface Sealer (TRMSS) fog seal or Government approved equal on the 1.59 and 2.08 mile stretch of Route 7, Sections 14 and 21 per manufacturer specifications.

6. Vehicular traffic will 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. = 33.65516

LONG. = -106.54093

BID SET

100% DESIGN

DATE REVISED: 26 AUGUST 2019

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WS-85210-2019-C-SP-03

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NONE

1.4 Miles

4.33 Miles

24'

PROJECT

SITE

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CENTER

WSMR MAIN

CANTONMENT

END CRACK/FOG SEAL

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LONG. = -106.58801

ROUTE 7, SECTION 21.1 PLAN VIEW

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N

BEGIN CRACK/FOG SEAL

LAT. = 33.67273

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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 prior to placing crack and joint sealant material.

Total amount of crack sealant for Section 21.1 shall be 132,000 LF.

4. 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. Provide a SealMaster Tire Rubber Modified Surface Sealer (TRMSS) fog seal or

Government approved equal on the 4.33 mile stretch of Route 7, Section 21.1 per manufacturer specifications.

6. Vehicular traffic will 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

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BID SET

100% DESIGN

DATE REVISED: 26 AUGUST 2019

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SECTION 21

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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

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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

14, 21 and 21.1.

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

TRINITY SITE 4 MILES TRINITY SITE 4 MILES

STALLION WIT STALLION WIT

NORTHBOUND TRAFFIC SOUTHBOUND TRAFFIC

BID SET

100% DESIGN

DATE REVISED: 26 AUGUST 2019

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ROADWAY TRAFFIC SIGN & MARKING DETAILS

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WS-85210-2019-C-DT-05

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GHB

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GHB

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NONE