HomeMy WebLinkAbout400.4 - deleted replaced by 106 PATCHED AREA
A A
COVER
EQUALWANDADRYOS�ANDRAFTER OVED P LAN
PATCHING NTS
2'-0" ouTSIDE DiA. 2'-p" DEPTH OF CLASS "B" I
ASPHALT TO BE 2" BELOW
BOTTOM OF THE UPPER
ADJUSTMENT RING OR A
MINIMUM OF 8" WHICHEVER
IS GREATER.
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MORTAR JOINT(S) (3/8" MIN.) SEE ADJUSTMENT RING (1" MIN.) OR
NOTE 3 AND SPECIAL PROVISON BRICKS. SEE NOTE 4.
7-05.3(1).
SECTION A- A
NOTES
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3. ALL JOINTS BETWEEN THE CONE,ADJUSTMENT RINGS,
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED.
FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE
USING RISER RINGS OR CONCRETE BLOCKS PER STD.PLAN 4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT
RINGS,BRICKS AND MORTAR ONLY.BRICKS SHALL BE
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8"OF STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND.THE I
CLASS"B"ASPHALT OR TO A DEPTH THAT IS 2"BELOW THE USE OF SHIMS IS PROHIBITED. I
BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS i
GREATER OR AS APPROVED BY THE ENGINEER. ',
.�Y STD. PLAN — 400.4
�� ��n TYPICAL UTILITY COVER APPROVED:
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