HomeMy WebLinkAboutConstruction Details pg2COMPLETELY SEAL CASTING BEARING
SURFACE WITH 31l MIXTURE OF SAND
AND PORTLAND CEMENT.
FIBER BLANKET OVER (P❑LYFELT
TOP &SIDES) 23 -3/4' 1n no. MATCH CASTING OPENING
22' 1/2' 1 -1/4' o sloo 8' 8•
0 CONTRACTOR SHALL EXCAVATE AREAS 2 -7/8' 6 -3/4' N
5
WHERE RIP -RAP HAS BEEN SPECIFIED M Y� w�
` z Q SO THAT THE OUTER SURFACE OF THE
�'•: �_ Li 12" N. 0°0p RIP -RAP EQUALS FINISH GRADE &
8 PRECAST CONCRETE o t : _ Oo� DOES NOT IMPEDE THE PROPOSED
�` STORM WATER FLOW. nnr)r n
1/2' MORTAR =e " L7 Du • • - +; _:
(n Z r 0� 0O° FA
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Li +': _ + ~ R.C.P. STORM SEWER �Op0 O°
o 0 o
a; r"
°0O
r) °0� °0p O °000° o o 00 SLOPE C0 M 2' TO 0 0 0 *()00 I
Q CENTER o0
000 ID
_ •_ �� / NOTE, 24 SLOPE SHALL ONLY BE USED WITHIN 3 20-1/4'
_4 :: • • ; 4 : - ; :� THE SODDED AREAS AS SHOWN. TRANSITI ❑N TO Sim
a
0
• �• = ' :•''•::: - - - - TYPICAL 511 SLOPE WITHIN NEXT FIVE (5) FEET. —1/4'
_ /4'
12" MIN. NOTCH RIP –RAP INTO 1r
:. :� = = •'. .. SLOPE AS SHOWN >_ O
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3 m e m o Z <0
FIBER BLANKET OVER (POLYFELT N Z o)
8' e' TOP & SIDES)
TOP VIEW
MATCH CASTING OPENING
SECTION " X " —" X" R-3278-AL
SIDE VIEW NOT –TO –SCALE CURB INLET FRAME, GRATE AND CURB BOX
NOT —TO —SCALE
23 1/4'
1 1 /4" O
M
3 3/4' R.
ALL STRUCTURES GREATER
THAN THREE FEET IN DEPTH
Pj C.I. MANHOLE FRAME & COVER USE KENT SEAL OR EQUAL MUST BE ACCESSIBLE AND w
z, , e A SET ON KENT SEAL OR EQUAL BETWEEN RISER RINGS (TYP.) HAVE STEPS. THE FIRST STEP
t 1/ • s 1/4' R.
ADJUST 70 GRADE W/ FILLER FROM TOP OF CASTING TO BE I= THEN 24' MAX. THEN 16"
23 7/a* I_ 321/2' L 321/2• y� FINISH GRADE RINGS AS REQUIRED (MAX. 12 ") ON- CENTER. U
PRECAST REINFORCED CONC.
MANHOLE CONE MEETING Z
ASTM STANDARD C -478 dN a
00 z
MANHOLE SECTION JOINTS rn
R- 3501 —N NEENAH CURB INLET It
SHALL HAVE "O" RING GASKETS
FRAME, GRATE & CURB BOX DETAIL ' DO
NOT –TO –SCALE C D C., D
a9O o9 3 3 �.
21 " 4'— 0" � �--
HYDR ❑SEEDED &MULCH OR 24" 4'— 0" �p��(��qc\ �p���Q� ' + « + �1 1F f , ,
Z �¢
SEED & S150 BLANKET AS SPECIFIED � � Q
Z ENDS OF BLANKETS TO BE
' -0' (MIN.) 10' -0' SAFETY LEDGE � ��
5
Q 4 — 4 . 4 tr f tr TURNED DOWN AND BURIED I
3' -0' (MIN.) CAST ALUM. OR FIBERGLASS � f
1 "� � " I I MIN. 4" TOPSOIL SWALE CHANNEL TO BE LINED NTH AN
2' -0' DEPTH AS SHOWN ON PLA S MANHOLE STEPS SET AT 36 5 — 0 AMERICAN GREEN T APPROVED EQUAL
5150 EROSION CONTROL BLANKET BY NORTH
16" O.C. STAGGERED. 42" 5'— 4" W (if 04
04
SODDED AREA �1 48" 6' -0 °' QQ 5' -0' TYPICAL SWALE DETAIL W I
(CROSS– HATCHED) �� ' �� Q
NO SCALE `111uiinu� Z �
METAL END SECTION D 54 6 — 6 �DV I `,`�.�`�� gTOEPp��rr�'' z 00
R.C.P. STORM SEWER ALL LIFT HOLES ARE I lJ
�- W
LAKE NORMAL POOL 0 I _��O �:.P�G1STEiq..- Qy
_ No. _
TO BE GROUTED SHUT. Q q0
= 19358 _ Z
° _ _ n
Zo a o0 ° °Oo °o °O° - 5 CGi14CRETE BENCH WALL /'w o 'off': STATE OF :'�0 �-
00 Opo 0 O° ° 0p o . 1 C (CLASS "B ") 10' -0" V �.,r0.c� •. /NDIAtAN `; X4'0 � —1
OQ I OQ '8" ��''�.,`ss %NAL ENG.� °• V) DO o
(n D_
ninLLa``` Z ^ z
NOTE, 211 SLOPE SHALL ONLY BE USED WITHIN r, � 1• R' 0 °p °Q ° ° � � BASE SHALL BE PRECAST �� �
3 Q o
THE SODDED AREAS AS SHOWN. TRANSITI ❑N TO 8' WITH #4 BARS AT `-
TYPICAL 511 SLOPE WITHIN NEXT FIVE (5) FEET. 1 O I 0 v z
NOTCH RIP -RAP INTO 12" O.C. EACH WAY WALL o\Q
SLOPE AS SHOWN - \
:_ Q� 0 6 " -8" RIP -RAP .A.
��o - --
HANDLAID I \
LAKE NORMAL POOL 0.30' -- _
,. 5'1 I 8" I
.r y. .1 - 5' -0' DIA I I E
• io • 0 0 o O o 0 OO 0 ° 0 0 5 o0 o 0 Q (O ° ❑ S P °o �° I GRANULAR LEVELING MATERIAL #
° ° ° Q o ° 1.0-
REQUIRED FOR PRECAST BASE
000 00 Li
0 000
R.C.P. STORM SEWER I °Qo ° 5'-0' o Q I SLOPE PRE CONC. d oD� SKIRT INCH PER ESIDE R Q
_ CAST REINFORCED MANHOLE -r
_ ° 0 6' -8' RIP –RAP ° Q FOR STORM S E WE R
°° �� I HORIZONTAL FLARE Z
° 0° NOT —TO —SCALE
z
S D A A c o 0 �q 0
.0000 0 0 L3 .-0. /�
o CR S- AT E .'I. ov°O0 �o QO V o 0 00%
°0° I �' �/
0 0 0 0
M
RIP —RAP DETAIL \ Q
\�
NOT–TO–SCALE D DIA +1 W W \
=A / Q /
WALL \ 0
LAKE INLET DETAIL 0.8' s' -0" f 0f
NOT –TO –SCALE — — (GROOVE– OUTLET END) WALL 0
.1136' (TONGUE –INLET END)
VERTICAL FLARE
MINIMUM WIDTH
0 _'� %= ' SECTION A —A SECTION B —B �
:.L
1.25 (O.D.) -12' BACKFILL WITH CLEAN _ �` ; i c ' +'=
/4" PER REQUIREMENT OF
T- 24"
22 3/4" —�►I 1 GRANULAR MATERIAL - ,i
s .:,. =.•.;� , ` 0
Q O 0 INDIANA DEPARTMENT OF = ?•'« •�7' v
_ 12 2 1 1 2 530 4 24 1/8172 7 24 13 1101/16 9 31/2
f= DIA. WALL G a T . sE A B C D E DIA. +1 R -1 R -2 SKIRT
�� Fcw�tiR�c HIGHWAYS (MECHANICAL -L?
�1Tc.EN O 0 COMPACTION TO 95X
23» 15 21 4 2 740 6 27 46 73 3 16 121/2 11 3 1/2
18 2 1/22 1 2 990 9 27 46 73 36 6 19 15 1/2 12 4
PROCTOR DENSITY). 21 2 3 2 1/4 1280 9 1 35 38 73 42 22 18 1/8 13 4
01#E �S 1 1 /4" I " 24 3 2 112 1520 9 1/21M43 1 30 31/2 48 25 1611/16 14 4 1/2
D 0 0 0. D. » 20" 5 1 /4 27 3 1/42 1 2 1930 10 1/21 48 51/2 3, 2 54 28 17 3A 141/24 1/2
/" 1 2 30 3 1/2 3 2190 12 54 9 3 4 3 3 60 31 18 5/15 15 5 / /1
SAND ES OTHER NON- 36 4 3 1 2 4100 15 63 3 7 3 72 37 24 1 16 20 5 1 2 `/ j
36" 2 1 2 33 3 3 3 3/8 3150 13 1/3581 2 9 1 4 7 3 66 34 23 3/4 17 1/25 1 2
Heavy Duty COMPRESSIBLE FINE 42 4 1/2 3 344 5380 21 63 35 98 78 43 27 1 4 22 5 1 2 z
LOW VOID MATERIAL. 48 5 4 1 4 6550 24 72 26 98 84 49 281 8 22 5 3 4 0
1. MACHINED OR NON- ROCKING 1 — 54 4 3 4 8040 27 65 35 100 90 55 32 7 8 24 6 1 4
BEARING SURFACES. f 90' 60 6 5 8750 30 60 39 99 96 61 36 3A 24 6 3 4
1 NOTE: 23» 72 7 6 12520 34 78 21 99 108 73 3s 5 8 24 7 3 4
66 51 210630 24 78 21 99 102 67 3511 8 24 71 4
Catalog No.
r 78 7 1/216 1 2 14430 24 78 21 99 114 79 4115/16 24 8 1 2
ALL STRUCTURES GREATER 84 8 7 16350 24 78 21 99 120 85 4413 24 9
THAN THREE FEET IN DEPTH
MUST BE ACCESSIBLE AND 33° NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH Lv
HAVE STEPS. THE FIRST STEP APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76.
FROM TOP OF CASTING TO BE
THEN 24" MAX., THEN 16" Q
ON- CENTER. U
SHEET N0.
ITCH GRATE CASTING SETTING DETAIL PRECAST CONCRETE END
NEENAH R -4342 STOOL TYPE DITCH GRATE SECTION DETAIL 26
NOT—TO—SCALE NOT -TO -SCALE
OF 28 SHEETS
JOB N0' 33697
Standard Machined
Design Horizontal f
Vertical Wt.
Bearing D Lba.
R- 1772 –C R- 1772 –CVH 24 1/2 355 MACHINED HORIZONTAL
VERTICAL BEARING SURFACE RIGID PIPE BEDDING DETAIL
STORM MANHOLE DETAIL R- 1772 -C
(CONCRETE PIPE)
NOT -TO -SCALE