DPW057572P-Plans - REPAIR ROUTE 7 SECTION 7-21.2-W911SG22B0023.pdf
PDF 934 KB Posted
- Attached to
- Repair Range Road 7 Section 21. 2 & 21. 2A Federal contract opportunity
- Solicitation number
- W911SG22B0023
About this file
This document package includes construction plans and specifications to repair Range Road 7 Sections 21.2 and 21.2A at White Sands Missile Range in New Mexico, as well as details for the related federal contract opportunity. The project consists of repairing 3.49 miles of Route 7, including removing the existing asphalt surface, installing a new 6-inch base course and 3-inch asphalt surface, and restriping shoulders and centerlines. The contract will have a 180-day period of performance and is set aside for Service-Disabled Veteran-Owned Small Businesses. The solicitation number is W911SG-22-B-0023 and is estimated between $1 million to $5 million. Bids are due to the Mission and Installation Contracting Command at Fort Bliss, Texas, which will award a firm-fixed-price contract to support infrastructure repairs by the Directorate of Public Works at White Sands Missile Range.
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Text version
WS-PR07S212-2022-C-G-01
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
Repair Route 7 Section 21.2
COVER
S
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
WHITE SANDS MISSILE RANGE, NEW MEXICO
DESIGN BRANCH
T
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I M
REP
REP
Rafael Acosta
John Morgan
NONE
REPAIR ROUTE 7 SECTION 21.2
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
100%
Bid Set
31 March 2022
WS-PR07S212-2022-C-G-02
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
Repair Route 7 Section 21.2
GENERAL NOTES
REP
REP
Rafael Acosta
NONE
100%
Bid Set
John Morgan
11' LANE MIN.
11' LANE MIN.
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
Repair Route 7 Section 21.2
SITE LOCATION
REP
REP
Rafael Acosta
NONE
BEGIN PROJECT LOCATION
LAT. = 33.731
LONG. = -106.588
END PROJECT LOCATION
LAT. = 33.7717
LONG. = -106.6134
R
R
PROPOSED STAGING
AREA
LAT. = 33.7711
LONG. = -106.6129
N
SITE PLAN
NO SCALE
100%
Bid Set
WS-PR07S212-2022-C-SP-03
NMDOT DROP OFF POLICY
NO SCALE
3.49 Miles
Project Area
(Section
21.2)
NEW TYPE "B" ASPHALT SURFACE
COMPACTED TO A MINIMUM OF 3 INCH
THICKNESS
TACK
COAT
NEW BASE COURSE COMPACTED
TO 96% PER ASTM D1557 TO A
FINAL THICKNESS OF 6 INCHES
EXISTING ASPHALT SURFACE.
SCARIFY AND RE-MIX INTO EXISTING
SUB-BASE. RECOMPACT SURFACE TO
96% PER ASTM D1557
SUBBASE - SCARIFTY TO 8
INCHES AND COMPACT TO 96%
PER ASTM D1557
NEW TYPE "B"
ASPHALT PAVEMENT
SURFACE
TACK
COAT
OVERLAP BASE MIN.
12" FROM EDGE OF
HMAC
NEW BASE COURSE
COMPACTED TO 96% PER
ASTM D1557 TO A FINAL
THICKNESS OF 6 INCHES
NATIVE FILL - 3H:1V MAX
SLOPE. COMPACT TO 96%
PER ASTM D1557
SUBBASE - SCARIFY
TO 8 INCHES AND
COMPACT TO 96%
PER ASTM D1557
BORDER
6' - 0" MIN 6' - 0" MIN
Slope
"/FT
TRAVELED WAY
TRAVELED WAY
BORDER
12' - 0" MIN 12' - 0" MIN
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
Repair Route 7 Section 21.2
NEW WORK
REP
REP
Rafael Acosta
NONE
CROSS SECTION TYPICAL ASPHALT ROADWAY
NO SCALE
ROADWAY TYPICAL TRAVEL WAY/SHOULDER WIDTH
NO SCALE
R R
END OF
PROJECT:
Saw cut across Route 7
SEC 21.2
START OF
PROJECT:
Saw cut across
Route 7 SEC
21.2
100%
Bid Set
WS-PR07S212-2022-C-NW-04
24'
John Morgan
31 March 2022
Project Limits
NO SCALE
2' min - 6' max
4'-0"
Varies
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 Thermoplastic Markings shall comply with the Manual on Uniform Traffic Control Devices.
2. Contractor shall apply Type "H" Extruded
Thermoplastic Traffic Markings with glass beads per Section 634.08 of the FP-03. Apply
12# beads per 100 S.F.
3. Contractor shall restripe shoulder and centerline to match existing.
11' LANE MIN.
11' LANE MIN.
DROP OFF POLICY
NTS
MILE MARKER
NTS
Edge of Shoulder
10"
MILE
X
X
GREEN POWDER COATED
U-CHANNEL POSTS WITH
PREPUNCHED
" MOUNT
HOLES AT 1" CENTERS
HOLE TO HOLE, 2 LBS/FT
2' min - 6' max
4'-0"
Varies
3'-0"
27"
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
Repair Route 7 Section 21.2
ROADWAY SIGN/MARKINGS DETAIL
REP
REP
Rafael Acosta
NONE
Traffic Sign Notes:
1. All sign materials and installation shall comply with the latest edition of the Manual on Uniform Traffic Control Devices and per
Details this Sheet.
2. All sign panels shall conform to ASTM B 209. Sign panels shall be constructed of 0.125" Aluminum.
3. All sign sheeting shall comply with ASTM D4956 Type IX
Diamond Grade VIP Sheeting.
4. Delineators shall be staggered on opposite sides of the roadway every of a mile.
5. Sign Posts shall be 1.75"x1.75" galvanized square post conforming to ASTM A 1011, grade 55.
6. NCHRP 350 compliant breakaways shall be required on all sign installations with the EXCEPTION of delineators. Breakaways shall be 2.0"x2.0"x36" galvanized square post conforming to
ASTM A 1011, grade 55.
7. Contractor shall remove all existing traffic signs and delineators within the project area and install new signs per schedule. All signage material(s) shall be disposed of off-site at an approved
State Licensed Landfill.
Roadway Markings/Stripe Notes:
1. Contractor shall restripe shoulder and centerline roadway striping on WSMR, RR7 Section 21.2 per Details this Sheet.
2. Contractor shall provide white shoulders and yellow center striping.
3. All markings shall be a 4" Type "H" Extruded Thermoplastic
Traffic Marking and shall comply with Section 634.08 of the
FP-03 and the Manual on Uniform Traffic Control Devices.
4. Prepare road surface and apply per mfg. instructions.
100%
Bid Set
WS-PR07S212-2022-C-DT-05
| Sheets and Views |
| RR7_Sec21.2_Roadway Rebuild-Cover_1 |
| RR7_Sec21.2_Roadway Rebuild-General Notes_2 |
| RR7_Sec21.2_Roadway Rebuild-Site Location_3 |
| RR7_Sec21.2_Roadway Rebuild-New Work_4 |
| RR7_Sec21.2_Roadway Rebuild-Traffic Marking_Sign_Detail_5 |
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