2027 Warren Resurfacing

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PROJECT REFERENCE NO. SHEET NO.
PAVEMENT SCHEDULE
2026CPT.05.16.20931.1,ETC. 3
1" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B
C1
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD.
1 " ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B
C2
AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD.
SHOULDER RECONSTRUCTION, ASB REQUIRED
S
(EXCEPT AT RESIDENTIAL AREAS)
U EXISTING PAVEMENT
4'-8' 20' 4'-8'
D D D
C1
S S
U
TYPICAL 1
OVERLAY,NO CURB
MAP NO. 1
4'-8' 20' 4'-8'
D D D
C2
S S
U
TYPICAL 2
OVERLAY,NO CURB
MAP NO. 2,3

PROJECT REFERENCE NO. SHEET NO.
PPAAVVEEMMEENNTT SSCCHHEEDDUULLEE
2026CPT.05.16.20931.1,ETC. 4
1" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B
C1
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD.
SHOULDER RECONSTRUCTION, ASB REQUIRED
S
(EXCEPT AT RESIDENTIAL AREAS)
U EXISTING PAVEMENT
4'-8' 22' 4'-8'
D D D
C1
S S
U
TYPICAL 3
OVERLAY,NO CURB
MAP NO. 4

PROJECT REFERENCE NO. SHEET NO.
2026CPT.05.16.20931.1,ETC. 5
NOTES
ALL UNPAVED S.R. ROADS TO BE RESURFACED 50' FROM EDGE OF
PAVEMENT OF MAIN PROJECT
ALL PAVED S.R. ROADS TO BE RESURFACED TO THE ENDS OF THE RADII,
OR AS DIRECTED BY THE ENGINEER.
EDGES, PAVEMENT WIDENING, INTERSECTIONS AND BRIDGE FLARES ARE
INCLUDED IN THE TABLE OF QUANTITIES.
BRIDGES TO BE RESURFACED AT LOCATIONS AND TO DEPTH AS
DIRECTED BY THE ENGINEER.
DEPTH, LENGTH & WIDTH VARIES
AS DIRECTED BY THE ENGINEER
25'/inch of surface lift
INCIDENTAL MILLING
MILL EXISTING PAVEMENT
EXISTING PAVEMENT
BEGINNING OR END OF MAP,
EXISTING CONCRETE PAVEMENT OR
NON-RESURFACEABLE BRIDGE DECKS
ACBC TYPE B25.OC OR ACSC TYPE S9.5B, S9.5C, OR
NOTE: A TEMPORARY ASPHALT WEDGE WILL
ACIC TYPE I19.OC APPROX. THICKNESS
BE REQUIRED IMMEDIATELY AFTER MILLING
AS DIRECTED BY THE ENGINEER OF SURFACE COURSE TO ENSURE SMOOTH TRAVEL IF THE FINAL LAYER
OF SURFACE COURSE IS NOT PLACED ON THE
SAME DAY AS MILLING
PATCHING EXISTING PAVEMENT
MILLING TO BE PERFORMED PRIOR TO PATCHING
MINIMUM TIE IN
ON CITY STREETS AND EXTEND LIMITS TO
COMMERCIAL DRIVES BACK OF SIGNAL LOOPS ON
STATE MAINTAINED ROADS
AS DIRECTED BY THE ENGINEER
AS DIRECTED BY THE ENGINEER
EXTEND LIMITS TO
MINIMUM TIE IN
BACK OF RADIUS ON
ON CITY STREETS AND
STATE MAINTAINED ROADS
COMMERCIAL DRIVES
AS DIRECTED BY THE ENGINEER
AS DIRECTED BY THE ENGINEER
DETAIL OF PROJECT LIMITS AT DETAIL OF PROJECT LIMITS AT
SIGNALIZED Y LINES UNSIGNALIZED Y LINES

PROJECT REFERENCE NO. SHEET NO.
2026CPT.05.16.20931.1,ETC. 6
ADDITIONAL INTERSECTIONS (NON-TYPICAL)
Extend paving limits to back of radius
or loop on the following intersections:
MAP# STREET NAME COMMENTS
N/A

PROJECT REFERENCE NO. SHEET NO.
ASPHALT OVERLAY
a
a
EXISTING UNIMPROVED
SHOULDER
CONTRACT STANDARDS
AND DEVELOPMENT UNIT
Office 919-707-6950 FAX 919-250-4119
ORIGINAL BY: T.SPELL DATE: 7-19-11
MODIFIED BY: DATE:
CHECKED BY: DATE:
FILE SPEC.:
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2026CPT.05.16.20931.1 7
NOTES:
1) DETAIL DOES NOT APPLY TO OGAFC AND ULTRA-THIN BONDED WEARING COURSE.
2) BACKFILL SHOULDER WITH APPROVED MATERIAL.
3) THE SHOULDER WEDGE DEVICE MAY BE DISENGAGED AT PAVED DRIVEWAYS, SIDE STREETS,
HIGH SHOULDERS, AND OTHER LOCATIONS NOT FEASIBLE TO CONSTRUCT AS
APPROVED BY THE ENGINEER.
SHOULDER WEDGE
APPROVED BACKFILL
MATERIAL
PROPOSED PAVEMENT
SHOULDER WEDGE DETAIL
ASPHALT OVERLAY
(Resurfacing Projects w/ Widening or
with Existing Paved Shoulder having no dropoffs)
SHOULDER WEDGE
a
a APPROVED BACKFILL
MATERIAL
EXISTING UNIMPROVED
SHOULDER
ASPHALT OVERLAY
EXISTING PAVEMENT
SHOULDER WEDGE
a
SHOULDER WEDGE DETAIL
(Resurfacing Projects w/ NO Widening)
APPROVED BACKFILL
MATERIAL
DROP OFF
a
EXISTING UNIMPROVED
SHOULDER W/ RUTTING
EXISTING PAVEMENT - SHOULDER WEDGE ANGLE = 30 degrees
RUT
SHOULDER WEDGE DETAIL SHOULDER WEDGE
DETAILS
(Resurfacing Adjacent to
Rutted Shoulder)
2/2/16
s:usr/details/stand/shoulderwedgedetail.dgn