Amendment 0003 PlanSheet_S101.pdf

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2020/11/17

2020/11/17

®of Engineers

US Army Corps

U .S

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S-101

E1

SCALE: 3/4" = 1' 2'0 1' 4'

CONSTRUCTION AND REPLACE IN KIND

REMOVE EXISTING PAVEMENT AS REQUIRED FOR

A8

E5

1'-3"

5'-6"

#5 @ 6" EW T&B

#5 DIAG. TOP ONLY

LID AND FRAME TYPE

SEE NOTE 1 FOR MANHOLE

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E Q

D W

A L L E

X T . S

L A

B M

IN

LID AND FRAME TYPE

SEE NOTE 1 FOR MANHOLE

PROVIDE WATERSTOP. SEE NOTE 2

REMAIN IN PLACE

TO SUPPORT MANHOLE FRAME. WOOD FORMS MAY

FORM AROUND EXISTING OPENING AS REQUIRED

TO MATCH EXISTING PAVEMENT

FINISH GRADE AND SLOPE

AT EACH END

3 MIN. W/ STD HOOK

#5 @ 12" EF

W/ STD HOOK TOP

#5 @ 12" EF

AND FRAME WHERE NOTED

RISER SLAB, PRESSURE LID

REMOVE AND REPLACE EXISTING

SCALE: 1" = 1'A5

SCALE: 3/4" = 1'

EXISTING TOP SLAB

2'0 1' 4'

EXISTING PRESSURE MANHOLE SECTION

R

IS

E R

5'-2"

DEMO LINE.

SAW CUT AT

EXISTING RISER.

AT BOTTOM OF

DEMOLITION LIMITS

5'-2"

C5 SCALE: 3/4" = 1'

EXISTING SECTION

2'0 1' 4'

5'-2"

RISER REPLACEMENT SECTIONRISER REPLACEMENT PLAN

AND FRAME

EXISTING FRAME AND INSTALL NEW PRESSURE LID

FRAME WHERE NOTED. REMOVE CONCRETE AROUND

REMOVE AND REPLACE ONLY PRESSURE LID AND

TO MATCH EXISTING PAVEMENT

FINISH GRADE AND SLOPE

LID AND FRAME TYPE

SEE NOTE 1 FOR MANHOLE

CONSTRUCTION AND REPLACE IN KIND

REMOVE EXISTING PAVEMENT AS REQUIRED FOR

W/ STD HOOK TOP

#5 @ 12" EF

AT EACH END

3 MIN. W/ STD HOOK

#5 @ 12" EF

PROVIDE WATERSTOP. SEE NOTE 2

REMAIN IN PLACE

TO SUPPORT MANHOLE FRAME. WOOD FORMS MAY

FORM AROUND EXISTING OPENING AS REQUIRED

R

E Q

D W

A L L E

X T . S

L A

B M

IN

A1

CIRCULAR RISER REPLACEMENT SECTION

C1

#5 @ 6" EW T&B

#5 DIAG. TOP ONLY

LID AND FRAME TYPE

SEE NOTE 1 FOR MANHOLE

CIRCULAR RISER REPLACEMENT PLAN

5'-6"

1'-3"

ONLY WHERE EXISTING RISER IS CIRCULAR

NOTE: CIRCULAR RISER TO BE USED

0 1' 2'6"

P L -9

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SEE NOTE 5

CIPM REHAB, THEN REPLACE.

REMOVE STEPS PRIOR TO

RECOMMENDATIONS

STEPS IN ACCORDANCE WITH SPECIFICATIONS AND MANUFACTURERS

SEE SPECIFICATION 33 01 30.72 FOR MANHOLE STEP REMOVAL. REPLACE 5.

SEE AS-BUILTS FOR DETAILS AND DIMENSIONS AT EACH LOCATION

PRESSURE LID AND FRAME REPLACEMENTS UNLESS OTHERWISE NOTED.

USE GENERAL DETAILS BELOW FOR ALL RISER REPLACEMENTS AND 4.

SEE SPECIFICATION 03 30 00 FOR EPOXY ANCHORAGE REQUIREMENTS.3.

REQUIREMENTS

SEE SPECIFICATION 33 40 00 FOR WATERSTOP STIP2.

AND FRAME REQUIREMENTS

1. SEE SPECIFICATION 33 40 00 FOR PRESSURE LID

SHEET NOTES

12" MIN. EMBED. SEE NOTE 3

DRILL AND EPOXY GROUT WITH

@ 12" CTRD ON EXIST 4 WALLS.

#5 DWL W/ STD HOOK TOP

12" MIN. EMBED. SEE NOTE 3

DRILL AND EPOXY GROUT WITH

@ 12" CTRD ON EXIST 4 WALLS.

#5 DWL W/ STD HOOK TOP

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2 3 4 5 6 7 8 9 10

SHEET ID

A5

S-101

E5

S-101

A1

S-101