W9126G20B0045_Drawings_20200731.pdf

PDF 2 MB Posted Jul 31, 2020

Attached to: White Sands Missile Range (WSMR) Road Repairs Multiple Locations
Solicitation number: W9126G20B0045
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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Written by GovTribe AI · Dec 27, 2023

This document includes a solicitation and related drawings for road repairs at White Sands Missile Range. The solicitation requests bids for repairs to damaged and failed road surfaces including subgrade, base course, new seal coat, replacement of signage and striping at multiple locations spanning four counties in New Mexico. Bids are due by September 1, 2020 with award anticipated by September 15, 2020. The work will be awarded as a firm-fixed price contract to small businesses using simplified acquisition procedures. The North American Industry Classification System code for the work is 237310 for heavy construction. Davis-Bacon Act prevailing wage rates apply. Electronic bids must be submitted through the Department of Defense System for Award Management website. The drawings depict the site plans, notes and details for the road repairs.

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Other files

File	Type	Posted
B.07_Site Visit Sign-in Sheet.pdf	PDF	Aug 27, 2020
B.08_AM 0003.pdf	PDF	Aug 27, 2020
B.08_W9126G20B0045_AM_0002.pdf	PDF	Aug 18, 2020
B.08_W9126G20B0045_AM_0001.pdf	PDF	Aug 14, 2020
W9126G20B0045_L_31JUL20.pdf	PDF	Jul 31, 2020

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W H

I T E

S ANDS MIS S I LE

RAN

B I RTHPLACE

AMERI CA' S MI SSI LE & SPACE

LAS

CRUCES

GATE

PASO

GATE

PLAN NORTH

FY20 ROAD REPAIRS

W9126G20B0045

INDEX OF DRAWINGS

G-001 COVER SHEET / INDEX OF DRAWINGS / PROJECT LOCATION

C-001 GENERAL NOTES

CS-100 SITE / PAVEMENT PLAN

C-501 DETAILS

CS-101 SIGN PLAN

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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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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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SITE PLAN

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NAVY COMPLEX ROADWAY REBUILD

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WS-85210-2020-C-SP-01

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GHB

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GHB

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ABERDEEN AVE.

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HALSEY ST.

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NOBLE ST.

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KING ST.

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BLANDY ST.

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PROJECT BOUNDARY

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NAVY GATE

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20 MPH SIGN INSTALL

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20 MPH SIGN INSTALL

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20 MPH SIGN INSTALL

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STOP SIGN INSTALL

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REMOVE & REPLACE STOP SIGN

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REMOVE & REPLACE YIELD SIGN

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20 MPH SIGN INSTALL

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REMOVE & REPLACE STOP SIGN

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20 MPH SIGN INSTALL

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PAVEMENT SAW CUTS

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CONCRETE SWALE TO REMAIN

1. CONTRACTOR SHALL COORDINATE ALL WORK WITH EXISTING CONDITIONS AND 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 TERM "PROVIDE" USED IN THE DRAWINGS AND SCOPE OF WORK IMPLIES THE CONTRACTOR IS TO FURNISH, TRANSPORT, INSTALL, CONNECT, WARRANT, AND START-UP, INCLUSIVELY. 4. THE DRAWINGS ARE DIAGRAMMATIC ONLY BUT ARE REQUIRED TO BE FOLLOWED THE DRAWINGS ARE DIAGRAMMATIC ONLY BUT ARE REQUIRED TO BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS AND WORK OF OTHER TRADES PERMIT. DIMENSIONS ARE EXISTING AND PROPOSED 5. CONTRACTOR SHALL REPORT DISCREPANCIES BETWEEN FIELD CONDITIONS AND CONTRACTOR SHALL REPORT DISCREPANCIES BETWEEN FIELD CONDITIONS AND NEW CONSTRUCTION DRAWINGS TO THE KO PRIOR TO PROVIDING THEIR BID. 6. SHOULD THERE BE ANY CONCERN BY THE CONTRACTOR, THE CONTRACTOR IS 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. 7. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO ANY CONTRACTOR IS TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION FOR NEW SIGN POST/POLE FOUNDATIONS. 8. REMOVE AND DISPOSE OF EXCESS EXISTING ASPHALT PAVEMENT OR RIGID REMOVE AND DISPOSE OF EXCESS 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, 1.7 MILES FROM PROJECT SITE. ROUT: EAST ON ABERDEEN, SOUTH ON HUGHES, EAST ON WATERTOWN. RIGID CONCRETE SHALL BE FREE OF REBAR AND/OR ALL DEBRIS. 9. SCARIFY AND PULVERISE EXISTING ASPHALT SURFACE COURSE DOWN TO BASE SCARIFY AND PULVERISE EXISTING ASPHALT SURFACE COURSE DOWN TO BASE PER SECTION 415, PAVEMENT SURFACE RESTORATION OF THE NEW MEXICO STATE HIGHWAY & TRANSPORTATION DEPARTMENT (NMSHTD) STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION. 10. REWORK PULVERIZED MILLINGS INTO EXISTING BASE TO ACHIEVE A UNIFORM REWORK PULVERIZED MILLINGS INTO EXISTING BASE TO ACHIEVE A UNIFORM MIX TO A DEPTH OF 8 INCHES. GRADATION OF MIX SHALL COMPLY WITH SECTION 302 OF THE NMSHTD. RESHAPE AND COMPACT TO 96% PER ASTM D1557. 11. INSTALL A BASE COURSE LAYER THAT CONFORMS TO NEW MEXICO INSTALL A BASE COURSE LAYER THAT CONFORMS TO NEW MEXICO DEPARTMENT OF TRANSPORTATION SPECIFICATION, GRADED CRUSHED AGGREGATE BASE COURSE. COMPACT BASE COURSE LAYER TO A UNIFORM MINIMUM COMPACTED THICKNESS OF 6 INCHES TO 96% PER ASTM D1557. 12. APPLY TACK COAT PER SECTION 407 (NMSHTD) OF THE CONTRACT APPLY TACK COAT PER SECTION 407 (NMSHTD) OF THE CONTRACT SPECIFICATIONS. 13. APPLY A PRIME COAT PER SECTION 408 (NMSHTD) OF THE CONTRACT APPLY A PRIME COAT PER SECTION 408 (NMSHTD) OF THE CONTRACT SPECIFICATIONS. 14. APPLY A NEW ASPHALT MIX WITH AN AGGREGATE GRADING DESIGNATION OF APPLY A NEW ASPHALT MIX WITH AN AGGREGATE GRADING DESIGNATION OF "B" ASPHALT SURFACE COURSE THAT COMPLIES WITH SECTION 421 (NMSHTD, 2000 EDITION) OF THE CONTRACT SPECIFICATIONS; PERFORMANCE GRADE SHALL BE PG 64-22. ASPHALT SURFACE SHALL HAVE A MINIMUM UNIFORM COMPACTED THICKNESS OF 3 INCHES. 15. APPLY WATER FOR DUST CONTROL PER SECTION 158 OF THE FEDERAL HIGHWAY APPLY WATER FOR DUST CONTROL PER SECTION 158 OF THE FEDERAL HIGHWAY ADMINISTRATION (FP-03). CONTRACTOR MAY UTILIZE WATER STANDPIPE (LAT. - 32.36923; LONG. -106.47905) LOCATED APPROXIMATELY 1.1 MILES SOUTH OF PROJECT SITE." 16. REMOVE OR ALTER EXISTING WORK IN SUCH A MANNER AS TO PREVENT REMOVE OR ALTER EXISTING WORK IN SUCH A MANNER AS TO PREVENT INJURY OR DAMAGE TO ANY PORTIONS OF EXISTING WORK TO REMAIN SUCH AS CURBS AND GUTTERS. 17. NO SURVEY NOR GEOTECHNICAL REPORT WILL BE PROVIDED.

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1. ALL PAVEMENT MARKINGS & STRIPING SHOULD BE 4" WIDE, WHITE OR ALL PAVEMENT MARKINGS & STRIPING SHOULD BE 4" WIDE, WHITE OR YELLOW AND SHALL CONFORM TO THE STANDARD HIGHWAY COLORS. 2. ALL PAVEMENT MARKINGS ARE TO BE INSTALLED BY USING TYPE "H" ALL PAVEMENT MARKINGS ARE TO BE INSTALLED BY USING TYPE "H" TYPE "H" EXTRUDED THERMOPLASTIC PAVEMENT MARKING MATERIAL WITH GLASS BEADS PER SECTION 634.08 OF THE FP-03. APPLICATION SHALL BE 12# . APPLICATION SHALL BE 12# BEADS PER 100 S.F. 3. ALL SPECIFICATIONS FOR PAVEMENT MARKINGS ARE AS PER THE MANUAL ALL SPECIFICATIONS FOR PAVEMENT MARKINGS ARE AS PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARD MANUAL, 2009 EDITION. 4. CENTER LINE STRIPING SHOULD TYPICALLY BE PLACED TO MATCH EXISTING STRIPING. 5. PREPARE ROAD SURFACE PRIOR TO APPLYING ROADWAY MARKINGS PER PREPARE ROAD SURFACE PRIOR TO APPLYING ROADWAY MARKINGS PER MFG. INSTRUCTIONS.

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1. ALL SIGN MATERIALS AND INSTALLATION SHALL COMPLY WITH THE LATEST 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. 2. ALL SIGN PANELS SHALL CONFORM TO ASTM B 209. SIGN PANELS SHALL ALL SIGN PANELS SHALL CONFORM TO ASTM B 209. SIGN PANELS SHALL BE CONSTRUCTED OF 0.125" ALUMINUM. 3. ALL TRAFFIC SIGNS SHALL HAVE 2 - 1.75"X1.75" GALVANIZED SQUARE ALL TRAFFIC SIGNS SHALL HAVE 2 - 1.75"X1.75" GALVANIZED SQUARE POST CONFORMING TO ASTM A 1011, GRADE 55. 4. ALL SIGN SHEETING SHALL COMPLY WITH ASTM D4951 TYPE III HIGH ALL SIGN SHEETING SHALL COMPLY WITH ASTM D4951 TYPE III HIGH INTENSITY PRISMATIC SHEETING. 5. NCHRP 350 COMPLIANT BREAKAWAYS SLEEVES REQUIRED ON ALL SIGN NCHRP 350 COMPLIANT BREAKAWAYS SLEEVES REQUIRED ON ALL SIGN INSTALLATIONS WITH THE EXCEPTION OF DELINEATORS. 6. ALL NEW TRAFFIC SIGNS, SPECIFICATIONS AND PLACEMENT DISTANCES 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. 7. ALL NEW SIGNS ARE TO BE INSTALLED AT DESIGNATED AREAS AND NEW 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. 8. ALL TRAFFIC SIGNS AND POSTS SHALL BE DISPOSED OFFSITE AT A STATE ALL TRAFFIC SIGNS AND POSTS SHALL BE DISPOSED OFFSITE AT A STATE LICENSED LANDFILL.

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GENERAL NOTES:

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PAVEMENT MARKING NOTES::

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TRAFFIC SIGNS NOTES::

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TRAFFIC CONTROL PLAN NOTES:

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1. DEVELOP AND IMPLEMENT A GOVERNMENT APPROVED TRAFFIC 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/PHASED IN A MANNER THAT PROVIDES 24 HOUR PER DAY, 7 DAYS A WEEK, VEHICULAR ACCESS .

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MATERIAL TESTING NOTES:

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1. DURING CONSTRUCTION, MATERIAL TESTING SERVICES SHALL DURING CONSTRUCTION, MATERIAL TESTING SERVICES SHALL INCLUDE BUT NOT BE LIMITED TO COMPACTION OF SUB-GRADE, SUB-BASE, BASE COURSE, ASPHALT. TESTING SHALL BE OBTAINED FROM AN INDEPENDENT CERTIFIED THIRD PARTY MATERIAL TESTING LABORATORY.

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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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SHEET

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PLATE

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DESCRIPTION

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REVISIONS

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GENERAL NOTES

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FY20 ROAD REPAIRS

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C-001

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CHIEF, ENGINEERING DIVISION

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BRANCH CHIEF

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WHITE SANDS MISSILE RANGE, N.M.

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SITE PLAN/PAVEMENT PLAN

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FY20 ROAD REPAIRS

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ABERDEEN AVE.

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HALSEY ST.

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NOBLE ST.

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KING ST.

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BLANDY ST.

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NAVY GATE

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CONCRETE SWALE TO REMAIN

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