NP NER PMS BMS FY25 details adv
Updated
A PDF document (7.8 MB) attached to Northeast Region Pavement and Bridge Preservation Construction - NP NER PMS BMS FY25(2), from the Federal Highway Administration. Due Dec 8, 2026, 2:00 PM (UTC-5).
File name: NP NER PMS BMS FY25(2)_details_adv.pdf
The full file is for paid members, or buy this bid alone.
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NPS PMIS NO. 341149, 341529, 341193, 341541, 341542
SHEET
PROJECT
NUMBER
NP NER PMS BMS FY25(2)
B01
NOTES:
1. Install inlet protection as approved.
2. Patch surface according to Asphalt Concrete
Pavement Patch Typical Section and seal/fill cracks
according to Detail E414-01 prior to applying
pavement preservation treatment.
3. Protect all curbs, sidewalks, manholes, water valves, and all other appurtenances during all pavement
preservation treatment operations.
4. Remove pavement markings or other deleterious
materials prior to placing pavement preservation
treatment.
5. Do not disturb existing loop detectors or count
stations within project limits.
6. Limit work to the footprint of existing pavement.
7. See Subsection 407.03A for the requirements of chip
seal's color and aggregate selection.
See Road Inventory Reports For Roadway or Surface Dimensions
[B01 (Chip Seal)]
Match existing
cross slope
M:\PROJECTS\nps_ner\NP NER PMS BMS FY25(2)\HWY_DES\CADD\B01-B05_PVT_PRES_TYP.dgn
8:48 AM
17 August 2026
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See Note 3
Match existing
cross slope
Existing ground (typ.)
Limits of disturbance
PAVEMENT PRESERVATION TYPICAL SECTION
EDIS-0010 (HONEYSUCKLE AVENUE)
MILL AND OVERLAY
Chip Seal, Type 1C (See Note 7)
Asphalt Concrete Pavement, 1.5-inch depth
Asphalt Pavement Milling, 2-inch depth
Existing asphalt pavement
Existing asphalt surface
Existing aggregate base
NO.
DATE
BY
REVISIONS
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
OFFICE OF FEDERAL LANDS HIGHWAY
TYPICAL SECTIONS
NOT TO SCALE
Sheet 1 of 5
NPS PMIS NO. 341149, 341529, 341193, 341541, 341542
SHEET
PROJECT
NUMBER
NP NER PMS BMS FY25(2)
B02
NOTES:
1. Install inlet protection as approved.
7. Remove wheelstops and prepare the surface of the
pavement preservation treatment area according to
2. Patch surface according to Asphalt Concrete
Subsection 401.06. Do not damage wheelstops.
Pavement Patch Typical Section and seal or fill
Replace any wheelstops damaged by the Contractor's
cracks according to Detail E414-01 before
operations at no additional cost to the Government.
applying pavement preservation treatment.
Replace previously damaged wheelstops as directed.
After pavement preservation treatment is complete,
3. Protect all curbs, sidewalks, utilities, and other
features adjacent to the work during pavement
reset existing wheelstops or place new wheelstops at
the original wheelstop locations.
preservation treatment operations.
4. Remove pavement markings and other deleterious
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