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COMPLETELY SEAL CASTING BEARING
SURFACE WITH 311 MIXTURE OF SAND
AND PORTLAND CEMENT,
8' PRECAST CONCRETE
MATCH CASTING OPENING
SIDE VIEW
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MATCH CASTING OPENING
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TOP VIEW
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R- 3501 —N NEENAH CURB INLET
FRAME, GRATE do CURB BOX DETAIL
i NOT -TO -SCALE
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Standord
Deelgn
Machined
Horizontal
Vertical
Bearing
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Wt.
Lbe.
SEAL BETWEEN JOINTS.
' ECCENTRIC CONE OR REDUCER
24" DIAMETER -1 '• ,� CAP AS RQUIRED BY SITE
'31 TO
411110
' = 249 MATCH ADJUSTING RING PROFILE.
1
41115--
STEPS AS SPECIFIED.
5" MINIMUM
NOTE:
MANHOLE CONFORMS
' TO ASTM 478
R-1772-Cl
R- 1772 -CVH
24 1/2
355
.• + O.
24
PRFORMED HOLE TO MAXIMUM
-
•`.• NON - SHRINK CEMENT GROUT.
t:
BENCH WALLS AT MINIMUM ;=
1/2" PER FOOT SLOPE. BENCH = ~
WALLS TO BE CONSTRUCTED
NOTE:
TO SPRING LINE OF PIPE. iY ; • "t
•-.= STRUCTURES ARE TO BE
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- : • ",.. GROUTED FULLY. TROWELED
JA SMOOTH SMOOTH AND BRUSH FINISHED.
I y
•t•-..�—PROPOSED ,HAD
i I —i j] I I —I I —I I �--•- UNDERCUT SWALE oY 0.2'
—I I i —i TO ALLOW FOi FU iL'R£ S[L'CICi
;
PRECAST BASE MANHOLE BASE SET
6" OR 8" PER SECTION ON 6" OR /2 STONE
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STANDARD MAN OLE
FOR PIPE SIZES 1211 THRU 24"
011AM0IMMWA ,
HAMILTON COUNTY SURVEYOR'S OFFICE
18
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STANDARD PLAN
APPROVED: 95-9
7.
27
46
73
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TOP VIEW
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R- 3501 —N NEENAH CURB INLET
FRAME, GRATE do CURB BOX DETAIL
i NOT -TO -SCALE
_
' » - Via ,
1
Standord
Deelgn
Machined
Horizontal
Vertical
Bearing
D
Wt.
Lbe.
SEAL BETWEEN JOINTS.
' ECCENTRIC CONE OR REDUCER
24" DIAMETER -1 '• ,� CAP AS RQUIRED BY SITE
'31 TO
411110
' = 249 MATCH ADJUSTING RING PROFILE.
1
41115--
STEPS AS SPECIFIED.
5" MINIMUM
NOTE:
MANHOLE CONFORMS
' TO ASTM 478
R-1772-Cl
R- 1772 -CVH
24 1/2
355
f
MACHINED HORIZONTAL
VERTICAL BEARING SURFACE
STORM MANHOLE DETAIL R- 1772 —C
NOT -TO -SCALE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
ASTING FRAME AND COVER AS SPECIFIED
NON- ASHALTIC MASTIC PRECAST CONCRETE ADJUSTER RINGS IF
OR BUM RUBBER NEEDED (12 INCHES OF RINGS MAXIMUM).
SEAL BETWEEN JOINTS.
' ECCENTRIC CONE OR REDUCER
24" DIAMETER -1 '• ,� CAP AS RQUIRED BY SITE
'31 TO
CONDTIONS. CONE TOP
' = 249 MATCH ADJUSTING RING PROFILE.
ty
°+ I
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED.
5" MINIMUM
NOTE:
MANHOLE CONFORMS
' TO ASTM 478
16 "`2 �.
0 -RING GASKET NON- 48" DIAMETER PRECAST
ASPHALTIC MASTIC OR CONCRETE SECTION
BUM RUBBER SEAL _
AT JOINTS.
24
PRFORMED HOLE TO MAXIMUM
OF PIPE O.D. 6" WITH
•`.• NON - SHRINK CEMENT GROUT.
t:
BENCH WALLS AT MINIMUM ;=
1/2" PER FOOT SLOPE. BENCH = ~
WALLS TO BE CONSTRUCTED
NOTE:
TO SPRING LINE OF PIPE. iY ; • "t
•-.= STRUCTURES ARE TO BE
:r
- : • ",.. GROUTED FULLY. TROWELED
JA SMOOTH SMOOTH AND BRUSH FINISHED.
I y
•t•-..�—PROPOSED ,HAD
i I —i j] I I —I I —I I �--•- UNDERCUT SWALE oY 0.2'
—I I i —i TO ALLOW FOi FU iL'R£ S[L'CICi
;
PRECAST BASE MANHOLE BASE SET
6" OR 8" PER SECTION ON 6" OR /2 STONE
Via(1h
=1 , °��f -. 11=I Il i 1 =i I I ==1 i I —►
STANDARD MAN OLE
FOR PIPE SIZES 1211 THRU 24"
011AM0IMMWA ,
HAMILTON COUNTY SURVEYOR'S OFFICE
18
Kra
STANDARD PLAN
APPROVED: 95-9
a. wma "Kim oum euewm onn
714
2' -011
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1_011
10 QQ ��
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/
5' -0"
31 _ 011
RIP —RAP DETAIL
NOT -M -SCALE
' L3
#4 RE —BAR WELDED TO 1 1 /4" I 1 �2" 20" 5 1/4"
M.E.S. W/ 4" OPENINGS 2 1/2"
FOR DEBRIS /ANIMAL GUARD.
END SECTION W /DEBRIS /ANIMAL GUARD
(NO SCALE)
i
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91
DIA.
WALL 0.0669'
(GROOVE- OUTLET END)
(TONGUE-INLET END)
SECTI ❑N A -A
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_ No. s
19358
-o STATE OF ` Q
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"B"
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EXISTING. GRADE, ---•
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WT. SECI
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1 1
R -2
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-i I i -1 1 I —i i I -1 i(-- ;I --,1 11..- I I II -)'JO ALLOW FORLFUTURF. SIf.T1NG1 I I— i
2
11 1/2
UNDEP.DRAINS P.EQUTRED TN SWAILS WITHH LESS THAN 1% SLOPE I
4
24
£XISTING GRADE-• -1
Y�-
7
24
...
-- -y .- .- _- --- - --- - - - --
10 1/16
9
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15
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740
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•t•-..�—PROPOSED ,HAD
i I —i j] I I —I I —I I �--•- UNDERCUT SWALE oY 0.2'
—I I i —i TO ALLOW FOi FU iL'R£ S[L'CICi
46
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NONPERFURATEO. RIGID SiJBSURFACE DRAIN
I ai1�_ - -•- -- ........... i3S0) PIPE. SEE DEVELOP9ENT PLAN FOR
SIZESE6 V HIM U) AND INVERT ELEVATIONS
1 2
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TYPICAL SWALE DETAIL
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H A _�IIL`.0N - "COUNTY SURVEYOR'S OFFICE ........... ._.
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REVISED: 9-4—
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STA14DARD PLAN!.
(APPROVED:
16 1/8
13
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24
3
KENTON ARO, NAO(I N COUNTY S UXTE
URVEYOR
1520
19 1/2
3 1/2
30
-.. 30
714
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5' -0"
31 _ 011
RIP —RAP DETAIL
NOT -M -SCALE
' L3
#4 RE —BAR WELDED TO 1 1 /4" I 1 �2" 20" 5 1/4"
M.E.S. W/ 4" OPENINGS 2 1/2"
FOR DEBRIS /ANIMAL GUARD.
END SECTION W /DEBRIS /ANIMAL GUARD
(NO SCALE)
i
C B
91
DIA.
WALL 0.0669'
(GROOVE- OUTLET END)
(TONGUE-INLET END)
SECTI ❑N A -A
N
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_ No. s
19358
-o STATE OF ` Q
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SKIRT
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WT. SECI
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DIA. +1
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R -2
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11 1/2
530 1
4
24
1/872
7
24
13
10 1/16
9
13 1/2,
15
2 1/41
2
740
1 6
27
46
73
30
16
12 1/2
11
13 1/2
18
2 1/212
1 2
990
1 9
27
46
73
36
19
15 1/2
12
4
21
2 3/42
1/4
1280
1 9
35
38
73
42
22
16 1/8
13
4
24
3
2 1/2
1520
19 1/2
3 1/2
30
73 1/2
48
25
16 11/16
14
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NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH
APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76.
PRECAST CONCRETE END
SECTION DETAIL
HORIZONTAL FLARE
VERTICAL FLARE
SECTION B -B
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NOTE: 23"
ALL STRUCTURES GREATER
THAN THREE FEET IN DEPTH
MUST BE ACCESSIBLE AND 33" no
HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
THEN 24" MAX., THEN 16" SHEET NO.
ON- CENTER.
DITCH GRATE CASTING SETTING DETAIL 20
NEENAH R -4342 STOOL TYPE DITCH GRATE
NOT -TO -SCALE OF 21 SHEETS
Joe NO-40605
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