HomeMy WebLinkAboutscan-8ace eod,ng and oecui61 motencl cs requ'red f r sewer
r,cin.
ne SicIpe
6 men or,d greater % to 2%
RCNJ Line I se:'� __
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2, 2,
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2L5` to 45' S,AN!T,ABY `_,"iER SE
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NEENAH R-1642" OR DEETER 1268 MANHOLE FRAME AND COVER FOR BOTH SANITARY
AND STORM MANHOLES MODIFIED TO INCLUDE WATERTIGHT, SELF-SEALING,
NON -LOCKING MANHOLE FRAME AND COVER FOR SANITARY SEWER MANHOLE ONLY.
"SANITARY COVERS ARE TO HAVE THE CEDAR FALLS SANITARY SEWER
IDENTIFICATION STAMP.
SEE DETAIL THIS SHEET
y Adjustment
1 `a� ---� Rings
4 >I „d.
�
Infiltration 27 fa.
Barrier -� Y Location Station -
T Precast Top
(typ.) L
Steps
2� %
—
I -
1
l _
N
i ' ��- Joint Sealant
.) I
,I Manhole Diameter 1Join
I
P' N
Delpth --
C
I
Precast Riser
Sections
I- I
l
i � I
;I I
I
12" min 1 �1 Precast Base with
Integral Riser Section
Invert 1
1
I
Lowest L Flexible Pipe
Flowline 6" min. Connection
. 12" min.
r 1lj
-� Class 1 Bedding Material
8" min.
s TYPICAL SECTION
-"I
-502 �wtin9
di, st' ra' Rings
Nall -� I I1� I
a it '11
rl n Sets
-�
t
\I D r�
I
r
F Line
Ir
D1,ace bedding cnd hwk:'P,I mateFol as egc`cr sewe, main.
Service Line S ape.
U 4 inch: 2C to
�p .1s-rPa`Pr c
I)cl y
If vice riser siop s steeper then 1111, car r ct r. I f entire
�s rice Iin r ifr _ poule 4 Pr'S (4` ^," C 1�or d ti'e ,ran
(AV AA C15' �_lcss 52). Use rgle ngth pipe far r1ee,, if
possible.
---"ass 1 Beddine
Material
Apart ffehen
$UDIM 'A
r
�- n'I 1 GtiuFh-rKU L r I i,j
DiGU L 41 O.LiT,rIET o°
d ao-.1a.- Icll J� + °� ! SAfJI ?KY SEVER SERVICE S F
Tiv�Rep aces S� ns lye . -
I ` n aF Et-R S-R;
EE �, tNIT
j III
~1
�N�aIT � c ntFF -
------------
1 For additional configurations, maintain a minimum of 12 inches
of concrete between vertical edges of pipe openings.
12 inch minimum riser height above all pipe openings.
Depth
Maximum Pipe Diameter (I,I
Manhole Iinches
Diameter I
( ) for 2 Pipes
--
At 180� �- At 91 7
(inches) i
Separation Separates
4848 11
24 1 18 I
60 1
3�_24 -
72
42 1 30
S4
48 36
—96 1
60 42
Chimney Seal
Precast Riser
Section with
Square Bottom
Edge -
-601 Casting
Location Stat
Precast Top
Joint Sealant (typ.
Precast Riser
Sections
- Non -shrink Gr
Class
Beddi
"D Voter
Flow
Existing Sewer --
Lowest
Flowline'
Class I
DOou v
- REVISI- ON
Bedding
t io-zt-�a
-
c
Material
--- SW'301
I I S Intiu RP
I SHEET 1 of 1
�
Cast -in -place
Base
-i
4"
--
REVISIONS: Chan9ed'Chimney Seal"to'Infltratbn BartleP.
o
u,
6 min.
#4 Bars @ 12"
O.C. Each Way
-
0
(A
OIRECTOR DESIGN METHODS ENGINEER _
N
m
TYPICAL SECTION
CIRCULAR SANITARY SEWER MANHOLE
o
Adlace�t ;slls ma✓ have ill'ere r .✓id`hs based ugoo p'pe
_ontigbu`. st iota e must be recta,clot.
Caste L f!ace base snow_t oase is pr .cst it era' w
�Lte�d
wells, tre foo+grim of `.re bese s not tea 'Inca
beyond t-e oute' edge of the rlclls_
dins vary wv,th pipe ciemeter cnd rorgedfrom 4.
�Ile imrrn tc 77 In--i- xlmum c r�
Inci-en ct wall width I, rr ,'�m.: rr ..con side of pip., ni ga
rrovaP „4 roop Wars ar t p ooenlrg cnd ct a'i pipe
openings
�2 i, cir r �irr,r Ival' height wove all Aloes.
I rrrtior J.7ton --
rf: I
n
Bury Depth
Springline of Pipe
TW
OC
OD/2
D/ -
OD/2
m 09 OD/6 oP °u•, tJaP ,�., � `sJaPQ:u•`J
r 1, d Pbao °Abdo A�'Co Jo 'v PbOo -d — i °
v l'7 `1r11 rlJll, 7�j ��SnEft z s z nEVSONS. New._Replaces_SUDA1._ar��G01L.16_ o
_ O
- ^r m REc m
SANITAR SEvs/EF sE�;✓I�� STUB o
Ol For new pipe connections, provide cored opening with flexible pipe
connector.
�2 For existing pipe connections, provide an arched opening with a
diameter up to 6 inches larger than outside diameter of pipe.
Install waterstop around existing pipe. Fill void between pipe
and opening with non -shrink grout.
�3 For additional configurations, maintain a minimum of 12
inches of concrete between vertical edges of pipe openings.
12 inch minimum riser height above all pipe openings.
Manhole
Diameter
(inches)
Maximum Pipe Diameter 2
inches) for 2 Pipes
At 1800
Se oration
At 90°
Se oration
48
24
18
60
36
24
72
42
30
84
48
36
96
60
42
r� � �
WSUDA$
RENSION
NEW 04-21-09
SW- 3f
FIGURE 6010.303
STANDAREROADPLAN
SHEET 1 of 1
REVISIONS: New. Replaces SUDAS Type °I" Manhole.
SODAS DIRECTOR DESIGN METHOD5 ENGINEER
SANITARY SEWER MANHOLE
OVER EXISTING SEWER
wGl� dth� ✓c ry "lid pipe c arreter and nano from 46
nches minlm_mi to 7 ncnes maximum o e 6
nches of Ac width (minimar ; ecch d of p re openlrg.
2 Provide two ', hoop oars a! t p opening and ct all oioe
ocenlnas.
2
I�
nOD
CLASS F-1
BEDDING CL- DES
W-
A-QQdoppP �,b��P .
oo' a.
I
on DQ
Class
P �� •a
Oo
Bedding
Material
2 Refer to the contract documents for specific material and
placement requirements.
Required only when specified in the contract documents or when
directed by the Engineer.
Final Trench Backfill
Secondary Backfill
Primary (Backfill
t
Haunch Support
Pipe Bedding
� 2
Over -excavation and
Foundation Stone
I•---TW—i{
Key
OD = Outside diameter of pipe
D = Inside diameter of pipe
TW = Trench width at top of pipe
d = Depth of bedding material below pipe
WSUDM
FV90N
NEW 04-21-09
SW-101
FIGURE 3010.101
STANDARDROADPLAN
SHEET 1 of 1
REVISIONS: New. Replaces SUDAS Figure 3010.1.
SUDAS DIRECTOR OESIGry N THOGS ENGINEER
TRENCH BEDDING AND BACKFILL ZONES
2 Place remainder of bedding and backfill
materials as specified in the contract
documents.
ALLOWABLE BEDDING CLASSES
Pipe Material
Storm Sewer
Sanitary Sewer
Ductile Iron
F-1, F-2, F-3
F-1, F-2, F-
HDPE
F-2, F-3
Not allowed
PVC
F-2, F-3
F-3
Key
min
y.o 4"min� a` oo a ° ao ;6, I; y� OD = Outside diameter of pipe
TW = Trench width at top of pipe:
Class I Bedding Material Min. = OD+18 inches OR 1.25xOD+12 inches
c F-� CLASS F-3 (whichever is greater)
=__OWABLE BURY DEPTH HDPE PIPE
PVC PIPE DUCTILE IRON AWWA C151 CLASS 52 (Bedding Class F-2 or F-3)
(Bedding Class F-1, F-2, or F-3) Pipe
AASHTO
(Bedding Class F-2 or F-3) Diameter M 294
ASTM
ASTM
AS ' ASTM
Pipe
ASTM D 3034
F 679
F 949
F 18t5 D 2680
Diameter
(Inches)
Solid Wall
Solid Wall
Corrug.
Close' omposite
SIR 23.5
SDR 26
SDR 35
SDR 35
Exterior
Profi, css Type)
8
30'
28'
24'
- - -
24'
10
30'
28"
24'
- - -
24'
12
30'
28'
24
---
24'
--
32'
15
30'
28'
24'
---
24'
32'
8
- - -
24'
24'
-
---
21
- - -
- - -
---
24'
24'
_
---
24
---
24'
24'
---
27
---
---
---
24'
---
---
---
30
---
- - -
---
24'
24'
-
33
---
- - -
---
24'
---
---
36
---
---
---
24'
24'
---
42
- - -
- - -
- - -
24'
- - -
---
48
---
---
---
24'
---
---
---
60
---
---
---
- - -
- --
Depth
Location S'.ctiw
Pipe
Diameter
(inches)
Class F-1
Bedding
Class F-2
Bedding
Class F-3
Bedding
4
40'
40'
40'
g
40
40'
40'
8
40'
40'
40'
10
40'
40'
40'
12
37'
40'
40'
14
31'
40'
40'
16
28'
37'
40'
18
25'
34'
40'
20
23'
32'
40'
24
20'
29'
38'
30
18'
23'
31'
36
18'
22'
30'
42
1 T
21'
29'
48
16'
19'
27'
54
6'
19'
27
SW-i Tyve 4 n
i�l_t rl-vatiw
;loss 5 F, _r'
acre rage
�r
(Inches)
12
8'
15
9'
18
9'
24
9'
30
9'
36
9'
42
8'
48
8'
54
8'
60
8'
_}SUDAS
FFw90N
04-21-09
cNIE^W'
`� VV _ 1 O
FIGURE 3010.103
STANDARDROADPLAN
SHEET 1 of 1
REVISIONS: New.
SUDAS DIRECTOR DESIGN METHODS ENGINEER
FLEXIBLE GRAVITY PIPE
TRENCH BEDDING
p acasr (show c r cas plo e Ase:
Peec .. 6 inch thicu concrete vlo #6 welded e is -r,esh on 4
„�
iron centers 1WV,F 4''x4 Ce- ter mesh v -t, 31, rl tr'� base.
�agI-,,-place 8 Ihcn thick non -reinforced concrete.
12 'r.h minimum riser eahi ct .e all pipes_
Wi
d
t
h
-� ( J� Base
PLAN min.
I UDA$
F
-.� 4' � I �
REnsc� - r" I � r
-
I
19
2 / 6'min _ T
R Irr !RGNG 5AR LIST >SUDAS I o-` i�
'rll LI�c-P` ^III r �r��^`I�I��
J �- -�T - -
J --� L C(:o0 She P Lerath ;ca, l
!' ---T .rvs urn —�.�I I:^�''le cite pe �„ F --�— j�,�'�� Lll irl ill,
T�� Ina ii-gal T 1,"fall. - QIUS — r k,. .Urn r� Igl"'P^r CI uol RF.�SL,fJS: Ne`n.t,. I�... ..S p R! r
/� r i$UJ,I[Y7 % 21rf, ,., —^.,n r. — ',l l�,jRL '(�.�I`II al -I �IFI,Li� L _,.I F _ 1— 6� T.� nl.._.: 4.a ..
h ' SP '1 1e op hart 'Ja,l c,us 8 Diameter of
- -- y �— c T,,,c,e Tca I Ainimum sr,_rl o - of - -
— -T L
hr— n _ fh. "� nn ^I,. _ , —^I L—- _ �C" Ivi G, ^'�GS 14 1L LGra eSt �a I 4-.!�,O�JS: -s aec —
-I , L '2' � J7`Tul,u „rL peF'L J s f-1 b See I `e 9 n Rar Si
Jnort Mall— —'r r_',' --- l-- c� Tr.aSe il-, rsr`. IN pI UG 14" ~ 1� �G1pe—�
�atn re^uioNs �I b2 b� _- 4 or �4 - H
W Long Wall plus 8" - °�s _R�an�
a T 5 �- T
,, u1e o 42" t,IPr"JL aREf Ir If,KB I
_ e
See _ - 3" t
Walk
-1 I or sm�ller r�s Eh�
o= _ a� 2 -
i - 1 .1 ==—E ^�' - � I— -4—
� � 'd I�r S t t minuslus I _ � h�I �
�I A5 e cll� �9 _ -- - - - - - -
Jt� III �I via _ STJRM ��.I�R
—es G� � ���NEt- I � a nP, h n
v� c
ply �� � n"' � I I< " — L1 r, r.7-U'_B—
_ V�
0 0
�y I RE T NFL._"R INI �— Se c I I -
T0Fr,' 5EWt R O /�
�i
- "IRVING SQUARE ADDITION"
SHEET N
- GENEFETAIL
HELLAND ENGINEERING & SURVEYING, LTD.