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8' 1 1 8'
COMPLETELY SEAL CASTING BEARING
SURFACE WITH 311 MIXTURE OF SAND
AND PORTLAND CEMENT.
8' PRECAST CONCRETE
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MATCH CASTING OPENING
SIDE VIEW
SAND OR OTHER NON -
COMPRESSIBLE FINE --<
LOW VOID MATERIAL
231/4'
14' I
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T
MATCH CASTING OPENING
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Machined
Horizontal
Vertical
Bearing
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Lbs.
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-
27"
4' -0"
30"
4' -4"
36"
5' -0"
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6' -6"
1/2' MORTAR
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NOTE STEEL FENCE POST
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CONNCETION TO HOUSE.
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ALL MEASUREMENTS TO BE
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8' 1 1 8'
COMPLETELY SEAL CASTING BEARING
SURFACE WITH 311 MIXTURE OF SAND
AND PORTLAND CEMENT.
8' PRECAST CONCRETE
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SAND OR OTHER NON -
COMPRESSIBLE FINE --<
LOW VOID MATERIAL
231/4'
14' I
I� 32 1/27
T
MATCH CASTING OPENING
e' I 1 8' 1
R- 3501 -N NEENAH CURB INLET
FRAME, GRATE & CURB BOX DETAIL
NOT -TO -SCALE
MINIMUM WIDTH
1.25 (O.D.) -12'
C4 Z
O.D.
90•
RIGID PIPE BEDDING DETAIL
(CONCRETE PIPE)
NOT -TO -SCALE
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Standard
Design
Machined
Horizontal
Vertical
Bearing
D
Wt.
Lbs.
i •_ - :4
-
27"
4' -0"
30"
4' -4"
36"
5' -0"
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6'- 011
54
6' -6"
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R- 3501 -N NEENAH CURB INLET
FRAME, GRATE & CURB BOX DETAIL
NOT -TO -SCALE
MINIMUM WIDTH
1.25 (O.D.) -12'
C4 Z
O.D.
90•
RIGID PIPE BEDDING DETAIL
(CONCRETE PIPE)
NOT -TO -SCALE
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Standard
Design
Machined
Horizontal
Vertical
Bearing
D
Wt.
Lbs.
24
4' -0"
27"
4' -0"
30"
4' -4"
36"
5' -0"
42"
59-411
48
6'- 011
54
6' -6"
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TOP VIEW
BACKFILL WITH CLEAN
GRANULAR MATERIAL
PEI' REQUIREMENT OF
INDIANA DEPARTMENT OF
HIGHWAYS (MECHANICAL
COMPACTION TO 95%
PROCTOR DENSITY).
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R- 1772 -C R- 1772 -CVH 24 1/2 355 V- MACHINED HORIZONTAL
VERTICAL BEARING SURFACE
STORM MANHOLE DETAIL R- 1772 —C
NOT -TO -SCALE
3 3 "
v
v v �1 11 v
v v
� v
4r
Y ENDS OF BLANKETS TO BE
v • TURNED DOWN AND BURIED
v � v
MIN. 4" TOPSOIL SWALE CHANNEL TO BE LINED MATH AN
S150 EROSION CONTROL BLANKET BY NORTH
AMERICAN GREEN OR APPROVED EQUAL
TYPICAL SWALE DETAIL
NO SCALE
C.I. MANHOLE FRAME & COVER
SET ON KENT SEAL OR EQUAL
FINISH GRADE
DEPTH AS SHOWN ON PLANS
USE KENT SEAL OR EQUAL
BETWEEN RISER RINGS (TYP.)
ADJUST TO GRADE W/ FILLER
RINGS AS REQUIRED (MAX. 12 ")
CAST ALUM. OR FIBERGLASS
MANHOLE STEPS SET AT
16" O.C. STAGGERED.
C
0.30'
GRANULAR LEVELING MATERIAL #
REQUIRED FOR PRECAST BASE
ALL STRUCTURES GREATER
THAN THREE FEET IN DEPTH
MUST BE ACCESSIBLE AND
HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
THEN 24" MAX., THEN 16"
ON- CENTER.
PRECAST REINFORCED CONC.
MANHOLE CONE MEETING
ASTM STANDARD C -478
MANHOLE SECTION JOINTS
SHALL HAVE "0" RING GASKETS
C
D
21
4' -0"
24
4' -0"
27"
4' -0"
30"
4' -4"
36"
5' -0"
42"
59-411
48
6'- 011
54
6' -6"
ALL LIFT HOLES ARE
TO BE GROUTED SHUT.
CONCRETE BENCH WALL
(CLASS "B ")
BASE SHALL BE PRECAST
WITH #4 BARS AT
12" O.C. EACH WAY
v- 8"
PRECAST REINFORCED CONC. MANHOLE
FOR STORM SEWER
NOT -TO -SCALE
1 23..
1 2,' 20" 5 1/4"
2 1/2" FF
1
NOTE: "
ALL STRUCTURES GREATER 23
THAN THREE FEET IN DEPTH
MUST BE ACCESSIBLE AND 33"
HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
THEN 24" MAX., THEN 16"
ON- CENTER.
DITCH GRATE CASTING SETTING DETAIL
NEENAH R -4342 STOOL TYPE DITCH GRATE
NOT -TO -SCALE
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SSO MAIN 0 • 0
+ MIN. SLOPE 0.302
MN. 4• SSD
3'
PROPOSED GRADE
TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS
No scAlE
APPROVED:
HAMILTON COUNTY SURVEYORS OFFICE
REVISED:
STANDARD PLAN
G
DALE
6" MIN. I Z4
6" 18"
i • LIP -\ —�
3" TOP SOIL =l�`Y��� 1 0
SUITABLE SACKFILL
COMPACTED IN 4' LIFTS
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NOTES:
Expansion joints are required at Slam Inlets.
Contraction joints should be installed at 16 spacings
Spacing shall be S• on curve radii
Contraction joints shall be tooled or sa.n in
continuously poured curbs to a depth of 1/2' min.
COMBINED CONCRETE CURB & GUTTER (TYPE II)
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
RECOMENDED: xwWt TT - f STANDARD PLAN
1-5-93 C-4
APPROVED:
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19358
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STATE OF
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NOTE STEEL FENCE POST
TEMPORARY EXTENSION ABOVE CAP & TAPE
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GROUND TO BE REMOVED UPON
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CONNCETION TO HOUSE.
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ALL MEASUREMENTS TO BE
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MEASURED FROM BACK OF CURB- I t8•
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0 0 0
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0 0 REDUCING T
•o 0 •o 0 o REOU1RED
6' (MN.) o o
SSO MAIN 0 • 0
+ MIN. SLOPE 0.302
MN. 4• SSD
3'
PROPOSED GRADE
TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS
No scAlE
APPROVED:
HAMILTON COUNTY SURVEYORS OFFICE
REVISED:
STANDARD PLAN
G
DALE
6" MIN. I Z4
6" 18"
i • LIP -\ —�
3" TOP SOIL =l�`Y��� 1 0
SUITABLE SACKFILL
COMPACTED IN 4' LIFTS
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0 0 C, 0 . 0 .0 0 0° 0 0 0 00 o
0 0 0
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0 0 0 •0 0 •0 0 •o
0 0 0 0
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O O O !7
NOTES:
Expansion joints are required at Slam Inlets.
Contraction joints should be installed at 16 spacings
Spacing shall be S• on curve radii
Contraction joints shall be tooled or sa.n in
continuously poured curbs to a depth of 1/2' min.
COMBINED CONCRETE CURB & GUTTER (TYPE II)
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
RECOMENDED: xwWt TT - f STANDARD PLAN
1-5-93 C-4
APPROVED:
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19358
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STATE OF
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SHEET N0.
of 14 SHEETS
,we No.29648