HomeMy WebLinkAboutS-362005SANITARY SEWER PROFILE EV2, SEC. 10, T. 23 N", R. 5 E., W.M.
1 11 =20 (HORIZON) 1"=10' (VERTICAL)
450
EXS
GRADE
FINISHED
GRADE -
z
°
STREET GRADE
OVEI
Z SEWER
FINISHED
GRADE
E
ISTING GR
DE
OVER S
WER
- -
°
OVER EXISTING
SEWER
OVER
SEWER
i
�
440 ±
OVEF
MINIMUM
440
Z
rV
O
N
LLI
d
430
CO
430
U
�
w
/
SSM
#4
LtJ
8"
4 LF 8 "P
C
STD .1
48'
LF
"
8+50.00,
170.1
LT
OG
420
N
r.v.
420
UJI
00.5%
SSMH #2
SSMH #3
TE
444
MH TYPE
B 54"
MH TYPE
B 54"
IE =430.0
W
EXIS
NG SEWER
LINE
S
MH #1 N
W
MH 48°
6 +47.32.
12.16 LT
7 +15.58,
170.18 LT
B
ETZKE 05
35. 0.5
. 0.5
T
SSMH 3
W 1--�
410
410
Z
IE=
428.95
TE =435.5
SSMH
VERIFY
T
LINE
= 439.0
AND INVERTS
IE=
E 429.05
IE
429.40 N
(a/I
TES4
IE
429.50 E
IE =41
.5(EXST,)
IE
428.10 E
IE
428.00 IA
m
400
I
400
n
M
MH #1 is saddle 48" MH
00
In
Lq
z
N
MH #2 and 3 are Tyoe B 54"
M
M
M
od
O o
O 3
MH #4 is standard 48 MH
�z
~ W a
5+00 5 +50 6 +00
6 +50 7 +00 7+50
8 +00 8 +50
U� m
v
MANHOLE FRAME AND 'COVER
b "�. SEE STD. PLAN 401
MANHOLE FRAME AND COVER
m
/
c
PROPERTY LINE
- - - ADJUSTMENT RINGS (2" MIN.)
MAX 24
12" ' - SEE NOTE s
�"
PER DRAWING 401.
1_
3•_0`•
_ frJiU£z€
E" BUILDING SEBA€R PIPE UI ADING $EWER
- MORTAR JOINT(5) (3/8' MIN.)
1 SEE NOTE 5
-- CONE (ECCENTRIC}
r
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
S"
�
$�
40
\.
RUBBER GASKETED JOINTS IN
.. ACCORDANCE WITH ASTM C -443
MORTAR JOINT ( S) (3/8" MIN)
SEE NOTE 5 .. '
TO
M�
+,� 2•Ir 4 "STUD MARKING PQ;aT PA4NTE0
"NS'k6"
2MIN-
--����....
i ¢
o
YEE WITH W' SM CUTLET '8 'A32 €TE MTTH THE 15i1RD 'SEWER' STENCILED
-IJ CLE'ANOUT
IN 9 HIGH RACK LETTERS AND WINE
,C, +�
¢ v
� ,e -' ° -�� � �4
T IR COVEN
omE
WITAFFE€} AROUND T1TE 47TTD AND
CAST 1JQ
<�
,
AN IR
EAST JDRbAN IRON EQUAL. EXTENDED TO RtE TOP (iF THE STUD.
97D fX2 APPR0I�D EQUAL.
SPECIFY
STEPS - POLYPROPYLENE STEPS
'" SHALL BE INCLUDED
8_ i /2„
?4
24"
> o 0 0
5 P.. P"N 40 FOR
A,. <E SEW7E
N. ' to
0
c
INSTALLATION)
7' MIN
W CL
a
A +.
. <. +..
12" v p
g 0-
II
ACCEFTADLE RRiR€S FOR SIDE SOWER CONNECTORS TO MAIN
Q
LINES ARE AS FOULOWS3
CONCRETE RISER BY PIPE. INC:,
}
O
A
A. MIRIPIED GLAV MAIN - CUT IN A NEW TEE USING FLE%JOVE
OR APPROVED EQUAL.
3- m �
U p.
.�
CCIUPLtNGS (F "FAN00 OR APPiAD'9^c0 fiRUAL ).
a. ,ate
Ld O
AS.
o
CONCRETE MAIN - CORE - DOLLED 1WTH. A ROMAC SADDLE (OR
APPROVED EQUAL]
_
12' (TYP) '`.
`. LADDER- POLYPROPYLENE
4' 54"
C. PVC MAIN - GORE- DRILLED IWTH A WMAC SADDLE (OR APPROVED
�.. } �_ SHALL BE ATTACHED TO MANHOLE
Y ... o - .. N a v
A j;
m m
EQUAL) OR CUT IN A NEW TEE US0IQ RIOIU WUPUNGS.
m m m
MAX. PIPE SIZE - 'E`
D5
m
m
D. DUCTILE: FROM MAIN: - GDRE- DRILLED VATH A ROMAC SADDLE (OR
;�
APPR(MO EQUAL)
E <. MANHOLE GtANNEGiiOI - AT DRUF G TO S SHALL BE
�
� CONCRETE SHELF
f
� �
8
ILM5
ROCK- U
AT MRP4i7FA0'RP1PB4 Klr?0?;K -OUTS DR INC
i %
0
STRUCTURE SHALL BE CORK - DRILLED.
a
PRECAST BASE SECTION
OR CAST N SHELF.
'^^"`-- �'^�111
n.
..
G' D9
W�tAE,9
Q
° ALLOWABLE MAX-
R CAST IRON PIPE
BB`'� e, L
1 NOT TO SCALE
6i OF
4WGTILE [R0N PIPE.
'A'
NLT� ESCON
REET f."'�.� Gp jEs
BLOCKIN& �%f',qJ r
aSIDEOUTLET
'8:' `G` SDI
48" MH 48" f 6' MIN 5 "MIN. 24 MIN. 2T' I.D.
" 4" 8' MIN. 5.5" MIN. 24" MIN. 24° I,D:
i. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS AIRE TO BE IN PLACE BEFORE MANHOLE SECTIONS .ARE INSTALLED.
SHALL <TO ?LAS
.0 61
�OR��' 4'C(zG.
�9g
3. CASTING BE PER 40t
Nm
TAL E
"""V' MIN SLOPE
60" MH � 60" 8 MI30° 1�0':
4. MANHOLE SECTIONS TO pE OF REINFORCED PRECAST CONCRETE
ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL 3E GROUTED,
6. ADJUSTMENT OF THE CASTIN0 TO GRADE SHALL BE ACCOMPLISHED WITH A
EXPIRES 02/07/
I. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL
SEWER
BE STAG >GERED TO CREATE A RUNNING BAND OR t f2 BQYD,
6'° MIN MAIN SE54E§2 MAIN.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
THE USE OF SHIMS IS PROHIBITED.
3. CASTING SHALL BE PER STD, PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
TYPICAL EME SEWER ELEVATION
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
COATED (SEALED.) WITH A HIGH SOLIDS URETHANE COATING; 'WASSER
MC- AROSHIELD OR APPROVED EQUAL, COLOR OF COATING SHALL ESE WHITE.
4F TEE AT MAIN OVER 7fi
6, ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
S RU88ER CiASKETEO JOINTS SHALL ESE IN CONFOFRMANCE VATH ASTM' C -443.
£1.EVATION
ADJUSTMENT RINGS, BRICKS AND MORTAR 0 Y, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR t/2 BOND. THE USE OF SHIMS IS
9. CHANNEL HEIGHT SHALL 8E A PJINIh,1UM OF 3/4 THE INSIDE DLAhdETER OF THE LARGEST PIPE.
PROHIBITED
7. SANITARY SEWER MANHOLES SHALL HAVt ALL INTERIOR SURFACES, INCLUDING CHANNELING,
10 CONNECTIONS TO MANHOLE SHALL BE MADE USING GoPK ADAPTOR, KOR -N -SEAL
'':
z
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC AROSHIELD OR
BOOTS OR APPROVED EQUAL.
iS IN I.i VEp AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' Clip A IdAXIMUM OF
r-1
0
U)
N
EJNLC$S 4TFIER4MSE SHOWN ON PLAN, SiOE 5€:WER SHA.iL N}A1rE
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE tINSI DIA C -443,
�OVE
, 2" ABOVE FINISHER GRADE OR MUST HAVE A MINIAlUhd 2' DIAMETER CONCRET F.INGS
PC.U?EL" AT GRkDE, IN PAVEG AREAS, COVER SLOPE ALL DIRECTIONS
(V
>
A $dIPdIAfUM 'X.:6' COVC$2 AT PROF -'ERTY LAVE 0R 3-5' L6WF.1?
9. CHANNEL HEIGHT SHALL 8E A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
E
MUST IN TO MAT/;H PFVING.
THAN THE LOWEST HOUSE WL VATION, WHICHEVER IS LCIAER.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR� -N -SEAL UOOTS OR
-
Lo
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE Oft MUST HAVE A MINIMUM RINGS
Ln
=V
PUBLIC STORKS
SANITARY MANHOLE
EAN' - .40lid
2' DIAMETER CONCRETE POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING..
eF
.`2Y . p
6 PUBLIC WORKS
OR
STANDARD SANITARY IVIAPIIiCDLE
STD. PLAN - 480.1
S "EFTEMBER -201
STANDARD SIDE SEWER SM.. Pw14 - 4011,1
F UE3LI 1MRNT8 INSTALLATION w.
iiEPAkTMENT
i�..M DEPARTMENT
SHALLOW
(SEWER MAIN TO PROPERTY LINE) SEPTEMBER. Ott
� �: DEPARTMENT
SEPTEMBER 2011
GO I 5 -3� act ®S
',.
SHEET: 5 OF: 5
Z