LIMIT OF
PAVING
SHIM AND WEARING
COURSE RUN TO
|
| COLD PLANED JOINT WEARING COURSE
EXISTING
PAVEMENT | TRANSITION -— SHIM COURSE
SURFACE | GRIND AREA
{4 /
1
THICKNESS OF SHIM PLUS WEARING COURSE J
2' LONG TEMP. FILLET
REQUIRED AFTER
COLD PLANNING AND
SHIMMING
VARIES
(AS PER ENGINEER)
NOTE:
1. SEE FULL WIDTH GRIND LONGITUDINAL SECTION
DETAIL NOTES 1 AND 2 BELOW LEFT.
LONGITUDINAL TRANSITION GRIND
WITH SHIM AND OVERLAY
NOT TO SCALE
1. REMOVE DRAIN GRATE
AND INSERT SILT SACK,
MAKING SURE THAT THE
EMPTYING STRAPS ARE LAID
FLAT OUTSIDE THE BASIN
REMOVE "SILTSACK" FROM CATC
BASIN BY ATTACHING BOTH BARS
AND LIFTING WITH AVAILABLE
EQUIPMENT.
2. REPLACE DRAIN GRATE
TO HOLD SILT SACK IN PLACE
3. AS SILT SACK BECOMES
FULL OF SEDIMENT, REMOVE
WITH FRONT END LOADER
(OR OTHER SUITABLE
EQUIPMENT) AND EMPTY IN
TOPSOIL STORAGE AREAS
ON SITE.
SILTSACK INSTALLED UNDER CATCH
BASIN GRATE, WITH EMPTYING
STRAPS LAID OUT FLAT
4. REPLACE THE EMPTIED
SACK BACK INTO THE CATCH
BASIN AND MAINTAIN UNTIL
DISTURBED TRANSITIONS
HAVE ACHIEVED ADEQUATE
VEGETATIVE COVER.
SILT SACK INSTALLATION IN CATCH
BASIN (SUBSIDIARY)
NOT TO SCALE
EXISTING RAISE CATCH
CURB (TYP.) BASIN CASTING 1" WEARING COURSE
ABOVE SHIM SHOULDER GRAVEL
OR LOAM & SEED AS
—Yy ENGINEER
SHIM COURSE
2% MAXIMUM SLOPE
SURFACE
EXISTING
ASPHALT
SURFACE
NOTE:
1. SEE NOTE 2 ON FULL WIDTH
GRIND, 2" PAVE DETAIL LEFT.
SHIM AND OVERLAY
CROSS SECTION DETAIL
NOT TO SCALE
4
VC ) VF ) | NASHUA, NEW HAMPSHIRE +
CITY OF NASHUA NEW HAMPSHIRE PLAN OF
CITY ENGINEER'S OFFICE 2017 PAVING PROGRAM
DATE DETAILS 1 SHEET
9 RIVERSIDE STREET FEBRUARY
NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY- REVIEWED BY: 3017 41
Jtno REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA WL JL 2 OF 44 J
