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23"
1 1 /4"
1 2„ " 20 5 1 /4-
2 1 /2"
NOTE: T 23" --�
ALL STRUCTURES GREATER
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
1/2' MORTAR .-A
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SLOPE 2' TO
CENTER
8' I I 8,
COMPLETELY SEAL CASTING BEARING
SURFACE WITH 3Q MIXTURE OF SAND
AND PORTLAND CEMENT.
B' PRECAST CONCRETE
L MATCH CASTING OPENING
SIDE VIEW
23 114'
1 1/4
1 1 I I�
�- MATCH CASTING OPENING
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RIP—RAP DETAIL
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R -3501-N NEENAH CURB INLET
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FRAME, GRATE & CURB BOX DETAIL
TEMPORARY EXTENSION A80�E
CAP k TAPE
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GROUND TO BE REMOVED UPON
f ENDS OF BLANKETS TO 13E
NOT -TO -SCALE
CONNCETION TO HOUSE.
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ALL MEASUREMENTS TO BEr
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MIN. 4" TOPSOIL SWALE CHANNEL TO 8E LINED WITH AN
MEASURED FROM BACK OF CURB.
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SAND OR OTHER NON-
COMPRESSIBLE FINE
LOW VOID MATERIAL
MINIMUM MAOTH
1.25 (O.D.)-12-
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90•
RIGID PIPE BEDDING DETAIL
(CONCRETE PIPE)
NOT -TO -SCALE
BACKFILL WITH CLEAN
GRANULAR MATERIAL
PER REQUIREMENT OF
INDIAN~. DEPARTMENT OF
HIGHWAYS (MECHANICAL
COMPACTION TO 95%
PROCTOR DENSITY).
Imo- 22 3/4"
A/4"
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36"
Heavy Duty
1, MACHINED OR
ROCKING
BEARING SURFACES.
Catalog No. f
Standard Machined
Design Horizontal f
Vertical Wt.
Bearing D Lbs.
R -1772-C R-177-2 04 24 1/2 355 MACHINED HORIZONTAL
VERTICAL BEARING SURFACE
STORM MANHOLE DETAIL R -1772-C
NOT -TO -SCALE
C.I. MANHOLE FRAME & COVER
SET ON KENT SEAL OR EQUAL
/- FINISH GRADE
ALL STRUCTURES GREATER
THAN +-TREE FEET IN DEPTH
USE KENT SEAL OR EQUAL MUST riE ACCESSIBLE AND
BETWEEN RISER RINGS (TYP.) HAVE _ TFPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
ADJUST TO GRADE W/ FILLER THEN 24" MAX., THEN 16"
RINGS AS REQUIRED (MAX. 12") ON -CENTER.
PRECAST REINFORCED CONC.
MANHOLE CONE MEETING
ASTM STANDARD C-478
\ MANHOLE SECTION JOINTS
SHALL HAVE "0" RING GASKETS
ICAST ALUM. OR FIBERGLASS
DEPTH AS SHOWN ON PLA S MANHOLE STEPS SET AT
16" O.C. STAGGERED.
..:;-
0.30'
GRANULAR LEVELING MATERIAL #
REQUIRED FOR PRECAST BASE
54" j 6'-67'11
- 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
1
8"
PRECAST REINFORCED CONC. MANHOLE
FOR STORM SEWER
NOT -TO -SCALE
19
-35
000 oo
'0 0 '0 0 •0
0 0
0•00.0o
0 o REDUCING T
e' (u(MIN.).)
'0 0 'a 0 •a REOUIRED
SSD MAIN 0 0 00
+ MIN. SLOPE 0.30%
•o
I MIN. 4' SSD
T
MIN. I uIN.
TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS
NO SCALE
W
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0 0
0
Z
W
PLAN
REINFORCED
EDGE
RE -BAR WELDED TO
E.S. W/ 4" OPENINGS
,R DEBRIS/ANIMAL GUARD.
END SECTION
W/DEBRIS/ANIMAL GUARD
(NO SCALE)
NOTES:
END SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM
TO ALL APPLICABLE REQUIREMENTS AS SET OUT IN THE
INDOT STANDARD SPECIFICATIONS.
IF ALLUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMINUM
TOE PLATE 12" C TO C ALLOY END SECTIONS SHALL ALSO BE USED AND ALL COMPO
ANCHOR NENT PARTS SHALL BE ALUMINUM ALLOY AS SET OUT IN THE
1 _ W+A STANDARD SPECIFICATIONS.
END MULTIPLE PANEL BODIES SHALL HAVE LAP SEAMS WHICH SHALL
BE TIGHTLY JOINED WITH 3/8" DIA. GALVANIZED RIVETS OR BOLTS.
THE TOE PLATE ANCHOR SHALL BE CONSTRUCTED OR 10 GAGE
GALVANIZED STEEL AND BE REQUIRED ON ALL STEEL PIPE END
4 1 Flu SLOpOp
E SECTIONS. IT SHALL BE MATCHED -PUNCHED TO FIT HOLES IN
I 2 1 /2 SKIRT LIP, AND SUPPLIED LOOSE, COMPLETE WITH 3/8" DIA.
OP
1 GALVANIZED BOLTS. COST THEREOF SHALL BE INCLUDED IN THE
CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION"
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT
PIPE IS USED A 'PIPE END SECTION' COMPARABLE TO
COMPUTED LENGTH ANDLEND END SECTION 2" + THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE
PAY LENGTH OF CULVERT LENGfH (L) T �I� FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT
SIDE 1'R 18 I PRICE EACH FOR "PIPE END SECTION' COMPLETE IN PLACE
AND ACCEPTED
PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE
END SECTION TO HELICALLY CORRUGATED PIPE
SPECIFICATIONS FOR HOOK BOLT AND NUT
21/4' HOOK BOLT MATERIAL SHALL MEET THE CURRENT A.S.T.M. A-307. THREADS
5" SHALL BE AMERICAN STANDARD COARSE THREAD SERIES, CLASS II FREE FIT,
21/2- BOLTS SHALL BE GALVANIZED TO MEET CURRENT A.S.T.M. SPECIFICATION A-157.
CUT- THE THREADED PORTION SHALL NOT PREVENT TURNING THE NUT BY HAND.
WASHEi 2NUT AND WASHERS SHALL BE CARBON STEEL HOT DIP GALVANIZED TO MEET
m A.S.T.M. SPECIFICATION A-153. NUT THREADS SHALL BE AMERICAN STANDARD
�Ro/ia,13/11!11 COARSE THREAD SERIES (1/64 MAXIMUM OVERSIZE), CLEANED AFTER GALVANIZ-
ING TO PROVIDE A FREE RUNNING FR ON THE CLASS II BOLT. NUTS SHALL BE
13/1e• 1 1/4" ACROSS FLATS, 13/16" THICK, CURVE CROWNED TO APPROX. 1" RADIUS.
3/4" p BAR
METAL END SECTION
(NO SCALE)
FIBER BLANKET OVER (POLYFELT
TOP & SIDES)
CONTRACTOR SHALL EXCAVATE AREAS
WHERE RIP -RAP HAS BEEN SPECIFIED
0(). S❑ THAT THE OUTER SURFACE OF THE
12 MIN. 0 RIP -RAP EQUALS FINISH GRADE &
0 DOES NOT IMPEDE THE PROPOSED
STORM WATER FLOW,
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NOTE, 211 SLOPE SHALL ONLY BE USED WITHIN 00
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THE SODDED AREAS AS SHOWN, TRANSITION TO
TYPICAL 51 SLOPE WITHIN NEXT FIVE (5) FEET,
12" MIN. NOTCH RIP -RAP INTO
SLOPE AS SHOWN
FIBER BLANKET OVER (P❑LYFELT
SECTION »XIII.—"X" TOP & SIDES)
NOT -TO -SCALE
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NOTES:
END SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM
TO ALL APPLICABLE REQUIREMENTS AS SET OUT IN THE
INDOT STANDARD SPECIFICATIONS.
IF ALLUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMINUM
TOE PLATE 12" C TO C ALLOY END SECTIONS SHALL ALSO BE USED AND ALL COMPO
ANCHOR NENT PARTS SHALL BE ALUMINUM ALLOY AS SET OUT IN THE
1 _ W+A STANDARD SPECIFICATIONS.
END MULTIPLE PANEL BODIES SHALL HAVE LAP SEAMS WHICH SHALL
BE TIGHTLY JOINED WITH 3/8" DIA. GALVANIZED RIVETS OR BOLTS.
THE TOE PLATE ANCHOR SHALL BE CONSTRUCTED OR 10 GAGE
GALVANIZED STEEL AND BE REQUIRED ON ALL STEEL PIPE END
4 1 Flu SLOpOp
E SECTIONS. IT SHALL BE MATCHED -PUNCHED TO FIT HOLES IN
I 2 1 /2 SKIRT LIP, AND SUPPLIED LOOSE, COMPLETE WITH 3/8" DIA.
OP
1 GALVANIZED BOLTS. COST THEREOF SHALL BE INCLUDED IN THE
CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION"
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT
PIPE IS USED A 'PIPE END SECTION' COMPARABLE TO
COMPUTED LENGTH ANDLEND END SECTION 2" + THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE
PAY LENGTH OF CULVERT LENGfH (L) T �I� FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT
SIDE 1'R 18 I PRICE EACH FOR "PIPE END SECTION' COMPLETE IN PLACE
AND ACCEPTED
PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE
END SECTION TO HELICALLY CORRUGATED PIPE
SPECIFICATIONS FOR HOOK BOLT AND NUT
21/4' HOOK BOLT MATERIAL SHALL MEET THE CURRENT A.S.T.M. A-307. THREADS
5" SHALL BE AMERICAN STANDARD COARSE THREAD SERIES, CLASS II FREE FIT,
21/2- BOLTS SHALL BE GALVANIZED TO MEET CURRENT A.S.T.M. SPECIFICATION A-157.
CUT- THE THREADED PORTION SHALL NOT PREVENT TURNING THE NUT BY HAND.
WASHEi 2NUT AND WASHERS SHALL BE CARBON STEEL HOT DIP GALVANIZED TO MEET
m A.S.T.M. SPECIFICATION A-153. NUT THREADS SHALL BE AMERICAN STANDARD
�Ro/ia,13/11!11 COARSE THREAD SERIES (1/64 MAXIMUM OVERSIZE), CLEANED AFTER GALVANIZ-
ING TO PROVIDE A FREE RUNNING FR ON THE CLASS II BOLT. NUTS SHALL BE
13/1e• 1 1/4" ACROSS FLATS, 13/16" THICK, CURVE CROWNED TO APPROX. 1" RADIUS.
3/4" p BAR
METAL END SECTION
(NO SCALE)
FIBER BLANKET OVER (POLYFELT
TOP & SIDES)
CONTRACTOR SHALL EXCAVATE AREAS
WHERE RIP -RAP HAS BEEN SPECIFIED
0(). S❑ THAT THE OUTER SURFACE OF THE
12 MIN. 0 RIP -RAP EQUALS FINISH GRADE &
0 DOES NOT IMPEDE THE PROPOSED
STORM WATER FLOW,
On. 0.00
I R.C.P. STORM SEWER 0 060 00
W
0 0 0
o O o
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0 0 0 0 0 O00O00
0 O 00 0
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NOTE, 211 SLOPE SHALL ONLY BE USED WITHIN 00
/ ZO pZi
`O f
THE SODDED AREAS AS SHOWN, TRANSITION TO
TYPICAL 51 SLOPE WITHIN NEXT FIVE (5) FEET,
12" MIN. NOTCH RIP -RAP INTO
SLOPE AS SHOWN
FIBER BLANKET OVER (P❑LYFELT
SECTION »XIII.—"X" TOP & SIDES)
NOT -TO -SCALE
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NOTES:
END SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM
TO ALL APPLICABLE REQUIREMENTS AS SET OUT IN THE
INDOT STANDARD SPECIFICATIONS.
IF ALLUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMINUM
TOE PLATE 12" C TO C ALLOY END SECTIONS SHALL ALSO BE USED AND ALL COMPO
ANCHOR NENT PARTS SHALL BE ALUMINUM ALLOY AS SET OUT IN THE
1 _ W+A STANDARD SPECIFICATIONS.
END MULTIPLE PANEL BODIES SHALL HAVE LAP SEAMS WHICH SHALL
BE TIGHTLY JOINED WITH 3/8" DIA. GALVANIZED RIVETS OR BOLTS.
THE TOE PLATE ANCHOR SHALL BE CONSTRUCTED OR 10 GAGE
GALVANIZED STEEL AND BE REQUIRED ON ALL STEEL PIPE END
4 1 Flu SLOpOp
E SECTIONS. IT SHALL BE MATCHED -PUNCHED TO FIT HOLES IN
I 2 1 /2 SKIRT LIP, AND SUPPLIED LOOSE, COMPLETE WITH 3/8" DIA.
OP
1 GALVANIZED BOLTS. COST THEREOF SHALL BE INCLUDED IN THE
CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION"
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT
PIPE IS USED A 'PIPE END SECTION' COMPARABLE TO
COMPUTED LENGTH ANDLEND END SECTION 2" + THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE
PAY LENGTH OF CULVERT LENGfH (L) T �I� FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT
SIDE 1'R 18 I PRICE EACH FOR "PIPE END SECTION' COMPLETE IN PLACE
AND ACCEPTED
PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE
END SECTION TO HELICALLY CORRUGATED PIPE
SPECIFICATIONS FOR HOOK BOLT AND NUT
21/4' HOOK BOLT MATERIAL SHALL MEET THE CURRENT A.S.T.M. A-307. THREADS
5" SHALL BE AMERICAN STANDARD COARSE THREAD SERIES, CLASS II FREE FIT,
21/2- BOLTS SHALL BE GALVANIZED TO MEET CURRENT A.S.T.M. SPECIFICATION A-157.
CUT- THE THREADED PORTION SHALL NOT PREVENT TURNING THE NUT BY HAND.
WASHEi 2NUT AND WASHERS SHALL BE CARBON STEEL HOT DIP GALVANIZED TO MEET
m A.S.T.M. SPECIFICATION A-153. NUT THREADS SHALL BE AMERICAN STANDARD
�Ro/ia,13/11!11 COARSE THREAD SERIES (1/64 MAXIMUM OVERSIZE), CLEANED AFTER GALVANIZ-
ING TO PROVIDE A FREE RUNNING FR ON THE CLASS II BOLT. NUTS SHALL BE
13/1e• 1 1/4" ACROSS FLATS, 13/16" THICK, CURVE CROWNED TO APPROX. 1" RADIUS.
3/4" p BAR
METAL END SECTION
(NO SCALE)
FIBER BLANKET OVER (POLYFELT
TOP & SIDES)
CONTRACTOR SHALL EXCAVATE AREAS
WHERE RIP -RAP HAS BEEN SPECIFIED
0(). S❑ THAT THE OUTER SURFACE OF THE
12 MIN. 0 RIP -RAP EQUALS FINISH GRADE &
0 DOES NOT IMPEDE THE PROPOSED
STORM WATER FLOW,
On. 0.00
I R.C.P. STORM SEWER 0 060 00
W
0 0 0
o O o
Oo 0 0
0 0 0 0 0 O00O00
0 O 00 0
0
o oOO 0000b
V 0O O00BoOo0 �O-0%c
NOTE, 211 SLOPE SHALL ONLY BE USED WITHIN 00
/ ZO pZi
`O f
THE SODDED AREAS AS SHOWN, TRANSITION TO
TYPICAL 51 SLOPE WITHIN NEXT FIVE (5) FEET,
12" MIN. NOTCH RIP -RAP INTO
SLOPE AS SHOWN
FIBER BLANKET OVER (P❑LYFELT
SECTION »XIII.—"X" TOP & SIDES)
NOT -TO -SCALE
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SHEET NO.
10
OF 11 SHEETS
.,oe N018465