CONST
¢
VARIES
PROVIDED BY THE ENGINEER
HOT BIT. PAVEMENT BASE
AND WEARING COURSE
MACHINE METHOD
ITEM 403.114
VARIES
PROVIDED BY THE ENGINEER
$$
See
\
\L RECLAIM STABILIZED
BASE PROCESSED IN
PLACE, 12" DEEP
ITEM 306.109
WEARING COURSE
RECLAMATION DETAIL
NOT TO SCALE
J EXISTING CURB (TYP.)
;— TEMP. FILLET
WEARING COURSE
BUTT JOINT
LIMIT OF PAVE |
!
EXISTING
PAVEMENT
SURFACE
EXISTING SURFACE
Uy |
EXISTING DRIVEWay TYP.) \ Yj VARIES a I
VARIES Lh | J | gvan COURSE
a . COLD PLANE CURB TO CURB —' 2
PROVIDE FILLET —* SHIM COURSE
COLD PLANED
SURFACE
NOTES:
1. INSTALL WARNING SIGNS FOR APPROACHING TRAFFIC:
a - BUMP
b - GROOVED PAVEMENT
NOTE: THICKNESS AS SHOWN OR DIRECTED BY ENGINEER 2. MARK JOINTS AND RAISED STRUCTURES WITH REFLECTIVE
PAINT TO BE MAINTAINED UNTIL FINAL OVERLAY IS
COMPLETED.
FULL WIDTH GRIND SHIM AND
OVERLAY CROSS SECTION FULL WIDTH GRIND SHIM AND
OVERLAY LONGITUDINAL SECTION
NOT TO SCALE
NOT TO SCALE
J
VO ) Vee ) j NASHUA, NEW HAMPSHIRE )
CITY OF NASHUA NEW HAMPSHIRE PLAN OF
CITY ENGINEER'S OFFICE 2017 PAVING PROGRAM
DATE DETAILS 2 SHEET
9 RIVERSIDE STREET FEBRUARY
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 3017 42
Jno. REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA JL JL 2 OF 44 J
