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#4 HORIZONTAL
@ 10" EA FACE—
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MANHOLE
1/2"= I'—O"
#6 VERTICAL @
12" OC EA FACE
#6 DIAGONAL
x 7'-0" FACE
#4 HORIZONTAL oo
@ 10" EA FACE
#6 VERTICAL @
12" OC EA FACE
DETAIL
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TYP I 1/2"CL
TOC 24,2
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#6 @ 12
OC TOP
#5 @ 121'OC BOT
MANHOI
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C
C18 C18
#5 @ 12" TOP & BTM
mm.
#6
DIAGONAL
x
4'-0"
EA
FACE
#6
DIAGONAL
x
4'-9"
EA
FACE
mm
MAIN REINF NOT
SHOWN FOR CLARITY
MANHOLE SECTION
W)L
#5 3'-0"
RNER BARS
EA CORNER 5
ALES SEE cIs c18
CORNER BARS —�
(TYPICAL ALL CORNERS)
DETAIL
I I'-0"
C181C18
#4 DOWEL
@ 12" OC N
C181C18
RECOMMENDED
FOR APPROVAL
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MANHOLE SECTION D"�
1/2"= I'-0" A C!!LC8
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MANHOLE SECTION
2— #5 HOOPS -
TOP & BTM Q
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12"(MIN)
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Sz
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a
HANDHOLD
12" (MIN)
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0
LEVEL RUNG
CATCH BASIN STEP
STEPZHANDHO
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#8 GALVANIZED--,,,_,
DEFORMED REBAR
#8 GALVANIZED
DEFORMED REBAR
(TYPICAL)
12" (MIN)
N Z cD
O
U
a
DROP RUNG
CATCH BASIN STEP
1 112" ID
#7 GALVANIZED
SMOOTH STEEL
PREFABRICATED LADDER DETAIL
NEW DUCTILE IRON REVERSIBLE FRAME &
GRATE, OLYMPIC FOUNDRY PART No. SM60
OR APPROVED. USE SOLID COVER, PART
No. SM60S, SEE NOTES 6 & 7,
NEW PRECAST CONC,
RISER SECTION(S)
HANUHULU C18�C18
NEW TOP SLAB
MANHOLE DETAIL
MANHOLE NOTES
2. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A497,
3, ALL REINFORCING STEEL SHALL HAVE A MINIMUM
YIELD STRENGTH OF 60,000 PSI.
4. ALL PRECAST CONCRETE SHALL OBTAIN 4000 PSI @ 28 DAYS,
5. MANHOLE FRAME AND GRATE SHALL MEET THE STRENGTH
REQUIREMENTS OF FEDERAL SPECIFICATION RR—F-621D,
MATING SURFACES SHALL BE FINISHED TO ASSURE NON —
ROCKING FIT,
6. FRAME AND GRATE SHALL BE INSTALLED WITH FLANGE
DOWN UNLESS PLANS SPECIFICALLY CALL FOR FLANGE
UP AND CAST INTO RISER.
7, MANHOLE BEDDING NOTES SHALL
BE SIMILAR TO THAT SHOWN ON
C18 C3
8, SEE NOTE 10 ON C8 FOR CONSTRUCTION SEQUENCE,
0" 0 — 2 6 /feoS'
U�3N I LV 4.22 91