HomeMy WebLinkAbout(525) Saw & Seal Bituminous Roadway2-1/2" OR T/3•
WHICHEVER IS
GREATER CRACK SEALER
(PER MnDOT 3723)
BOND BREAKER TAPE
1/8"
CURB & GUTTER
-- SAW CUT
= GATE VALVE
• MANHOLE
— CURB & GUTTER
-- SAW CUT
= GATE VALVE
• MANHOLE
TYPICAL JOINT SECTION
•T/3 = 1/3 THE TOTAL
BITUMINOUS THICKNESS
(NEW CONSTRUCTION)
OR 1/3 THE TOTAL
BITUMINOUS OVERLAY
THICKNESS.
FIGURE 1. NO MANHOLES IN THE INTERSECTION FIGURE 2. TWO MANHOLES IN THE INTERSECTION
NOTES:
ALL SAW CUTS SHALL TERMINATE AT A MANHOLE CASTING, OR GATE VALVE UD OR CONCRETE CURB JOINT (IF PRESENT).
SAW AND SEAL JOINTS SHALL BE SPACED NO MORE THAN 30' APART.
IN INTERSECTIONS, SAWING SHOULD BE SIMILAR TO FIGURES 1 OR 2 DEPENDING ON WHETHER MANHOLES ARE PRESENT.
CONTRACTOR SHALL SUBMIT SAW & SEAL PATTERNS FOR CUL—DE—SACS TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
CITY OF EDINA pte wy, ENGINEERING
etc3 & PUBLIC
-2'1 WORKS
'floe' DEPTS.
SAW & SEAL BITUMINOUS ROADWAY
/21/11
APPROVED; CITY ENGINEER
STANDARD
PLATE
525
REVISED:
1-19