B.08_W9126G20B0045_AM_0002.pdf

PDF 4 MB Posted Aug 18, 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 solicitation seeks bids for road repairs at multiple locations on White Sands Missile Range in New Mexico. The solicitation will be issued as an invitation for bid using FAR Part 14 procedures. Required work includes repairs to damaged road surfaces, installation of new seal coat, replacement of signage and re-striping. The response due date is 1 September 2020, with anticipated contract award by 15 September 2020 to the lowest priced technically acceptable bidder. The North American Industry Classification System code for this project is 237310 for heavy construction. The set-aside is for small businesses with average annual receipts less than $39.5 million. The place of performance is White Sands Missile Range, New Mexico. The Department of the Army Corps of Engineers Engineering District Fort Worth is the contracting office.

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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_0001.pdf	PDF	Aug 14, 2020
W9126G20B0045_L_31JUL20.pdf	PDF	Jul 31, 2020
W9126G20B0045_Drawings_20200731.pdf	PDF	Jul 31, 2020

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The Solicitation for FY20 Road Repairs; White Sands Missile Range, New Mexico is amended as follows.

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date is 1 September 2020; at 10:00 a.m.,CT.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer) (Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W9126G20B0045

X 9B. DATED (SEE ITEM 11)

31-Jul-2020

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

18 -Aug-2020

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9126G20B0045

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO SOLICITATION W9126G20B0045

CHANGES TO THE DRAWINGS

1. Replacement Drawings.- Replace the drawings listed below with the attached new drawings(s) of the same number, W9126G20B0045 - 0002

C-001 GENERAL NOTES

CS-100 SITE PLAN/PAVEMENT PLAN

CS-101 SITE PLAN

C-501 SITE PLAN

End of Summary of Changes

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

W9126G20B0045 - 0002

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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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AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 05/21/2020

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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

GENERAL NOTES:

1. 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

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 CONTRACTOR IS TO FURNISH, TRANSPORT, INSTALL, CONNECT, WARRANT,

AND START-UP, INCLUSIVELY.

4. 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

NEW CONSTRUCTION DRAWINGS TO THE KO PRIOR TO PROVIDING THEIR BID.

6. 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

EXCAVATION FOR NEW SIGN POST/POLE FOUNDATIONS.

8. 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

PER SECTION 415, PAVEMENT SURFACE RESTORATION OF THE NEW MEXICO

STATE HIGHWAY & TRANSPORTATION DEPARTMENT (NMSHTD) STANDARD

SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION.

10. 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 01557.

11. APPLY TACK COAT PER SECTION 407 (NMSHTD) OF THE CONTRACT

SPECIFICATIONS.

12. APPLY A PRIME COAT PER SECTION 408 (NMSHTD) OF THE CONTRACT

SPECIFICATIONS.

13. 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.

14. 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."

15. 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.

16. NO SURVEY NOR GEOTECHNICAL REPORT WILL BE PROVIDED.

PAVEMENT MARKING NOTES:

1. 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"

EXTRUDED THERMOPLASTIC PAVEMENT MARKING MATERIAL WITH GLASS

BEADS PER SECTION 634.08 OF THE FP-03. APPLICATION SHALL BE 12#

BEADS PER 1 00 S.F.

3. 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

MFG. INSTRUCTIONS.

TRAFFIC SIGNS NOTES:

1. 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

BE CONSTRUCTED OF 0.125" ALUMINUM.

3. 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 04951 TYPE Ill HIGH

INTENSITY PRISMATIC SHEETING.

5. NCHRP 350 COMPLIANT BREAKAWAYS SLEEVES REQUIRED ON ALL SIGN

INSTALLATIONS WITH THE EXCEPTION OF DELINEATORS.

6. 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

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

LICENSED LANDFILL.

TRAFFIC CONTROL PLAN NOTES:

1. 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 .

MATERIAL TESTING NOTES:

1. 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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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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SCALE

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SHEET

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PLATE

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DESCRIPTION

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REVISIONS

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APPROVED

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GENERAL NOTES

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FY20 ROAD REPAIRS

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20'-4"

ALL EXISTING CURB &

GUTTER TO REMAIN

SOIL ---

26' 2 0, -11 ,, 20'-5"

20'-4" HALSEY ST.

CONCRETE SWALE

TO REMAIN

MATCH SWALE ELEVATION

FOR DRAINAGE

SOIL

ALL EXISTING CURB &

GUTTER TO REMAIN

SOIL -----------345' --+---------------:

[ill

NOBLE ST.

20'-8"

SOIL

ALL EXISTING CURB &

GUTTER TO REMAIN

--,z:k ''Yf--:'--

�I � HMAC Pavement Demo � Replacement and

- - - - - -HMAC Pavement Saw Cuts

��Al I Existing Curb &

EXI TING

AS HAL

PA EME T

Gutter to Remain

No New Curb & Gutter Required

No Landscaping is Required

No Survey Will Be Provided Match Existing Pavement Elevations

No Geotechnical Report Will Be Provided

Con tractor Sh al I Fie Id Verify alI Dimensions prior to Bid Submission

There are no Utility Penetrations/Manholes in the Existing Roadway surfaces being Demoed and Replaced t�C Cf'.TE

AIBfAITTEJ

-' n.,I,:: I 1,111\1\GI Is

LJA ll cY ,L,,PF'RO\/C:D

WHllE SANDS MISSILE RANGE. N.M.

llf-SICtd-1> HY

FY20 ROAD REPAIRS

SITE PLAN/PAVEMENT PLAN

CS-100

b JUN 2020 ADDED INFORMATION FOR DEMOLITION

Contractor shall note or field stake existing edge of pavement at locations where new pavement is adjacent to soil or turf and there is no curb and gutter or other existing pavement prior to demolition.

b b

W9126G20B0045 - 0002

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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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SCALE

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SHEET

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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/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

AutoCAD SHX Text HMAC Pavement Demo and Replacement

AutoCAD SHX Text HMAC Pavement Saw Cuts

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