HomeMy WebLinkAboutS-299702�I
•
•
•
•
f0 Ti
•
SANI RY S W R PROFIL S AND COSNTRUCTION D ILS
Ail
_j _j
C C
--
: .....
..... ........ ..
r . tit
.... .... 4 -.
...__ .. -
�5If6 DI SS -42.OS _._..... _ •• - - -- . -..-
.. ... _ .....-
PRIVATE UNE . - • • ... _ .... _ .... _
SED
. - - - GRADE - - - -- .. -- :- _ _ -..- - - _.:...._ - -- = - -- - - -- _ -- . - -- _- ---- -...:. _..- - -- - - - -�- - �-
- - - - - 55 LF 8" DI SS 0 0.408 EXISTM GRADE :: :: . - - - - - - - -
:.
-- ...... --
0
....-:-•-
:.
- - I�TIAIG GRADF
>: - - - - - --
..„ - - _may
---- ---- -- - --- -- .. .......... - -- ..... _ .... _.... ........_.. ------ ..........• -• = •.....••••. {'''�''' — _ - - - - - - - w^ • . . . . . .
__ .-- / -.. .... ........................ "`!V
`_ ......:... _ .. _ - - .. _ ... .. - EXISTING � _ ....:. :........ _..- _.. -_:..- ..._..:..= ._- •
-- -• _-- -- -_ .:. _.._.....- --
: : : : : : : 12' MfATER . . . . .
.. _ S-SIAH #4 :.. 200 LF 8' DI SS ® 0.40% : - - - - : • ,
.... __ --- - - - - -- - - -- - - - - --
( 6 WATER --- . - - -•- :.1M1N.
... .(PRIVATE UNE .........: .-- - - -• -- -- .. ...... ........... ........
:...... : :.... :::: :::: :: (EXTRA SHALLOW :::: .. ........ .... : :: - - - - -
-MI+ TYPE C SSMH 2 : 1.0' :WATER: _ M :... :......... ::: _
35 -. -
w cATE vALVE :. _ . . - -- -- -- - -- (xrrRA swu� ow c 900 ss
- ) (EXTRA SHALLOW .....
300 LF 8 PVC
:..._..
GATE VALVE TO BE :....... � TYPE C) . :...... : 0 0.45% (PRIWATE LINE)
................
- -- -- MMTYPEC) :: = ...
:.... _ ... ... ...... -..
. .. . • • . RIM -41.3
OPENED ONLY DURING all =41.2 .. ..... .
- IE
8" NE
SSMH 1 EX. SSMH
. .. . . . . . . . . . . • TRUCK WASHING - =37. ) : ::: . . . : : :: . _ I -
IE -38.7 O E) SHALLOW MH
R M =42.4
RIM =41. - -- :........:. IE= 37:9.8 W) •- •- • ................. : : :::. _ :...
_ .. ........ tE= 38.8 8 EX 30 _ ... • . • • • ........ . ..:......... TYPE 8) -IE= 36.2-1 8 N ........ _ ........ .
= IE =38 -7 8 E) IE 38. 6 NE) .. + ...... ........ - 36 CONC
- SD :.. ..... :... ... .:.. .. - - RIM =41.5 :IE= 36 :4.1 8 S� :... .... .
30 ....... _ .
- -
.
IE 38 9 6 - D
... . ............ . .. --- ......._...
:. .. . -
..-_-
-36 S
M f
•I 1
�-36. E -36.3 8 "W
.. _ TRENCH DRAIN CB - �E ............
... A ANIT .
= .. ......
- RIM =42.0 ....; ...... ..:........:.........;......... .... .. .... - ....... -- - - - - -- - -
........: :
: E 1" 3 H 1' . . . .. . .
XI N 8 SS '
....._ - - -._
:. IE. =9.2 ....... :: - - -.... .
TO-PROPOSED H
= ANO EXTEND
TA
:..... : :: ::: : ::: : :: ................... :::: : : :: :: : : : : : :: ......... .... ..... ......... : : : : ::: :: WITH 8 "PV - __....... ..........
:....... ........: :: ::: :' :.. ...... : ......_.... -• ::::: C:........• --- - -.. ".
ADJUSTING RINGS OR BLOCKS
AS REQUIRED.
24"
PRECAST VALVE
• ..'• ADAPTOR COLLAR
CHAMBER CONE • ' •
- R.C.P. OR EQUAL 8" OR 12"
D RUBBER GASKET PIPE
0 •' R •
r p► ~ -•r•
'• ~: I>
ti lb
•
• •. d •
t 14 1 t I t 1 48"
24" x 6" FRAME AND LOCKING LID
PER DRAWING BR29.
4" MIN. TO 12" MAX.
�— POURED IN PLACE BASE
DATE I REVISION I BY IAP:P:R:;
IZ
FW-•
.•
31" MM M 48" MAX.
5"
6" MIN.
SANITARY MANHOLE EXTRA SHALLOW TYPE C
ADOPTED
MY OF FdMMN
Standard plans
L9T DA'I'S: 12/15/91
DWG. NAME: BR38 SP PAGE: 8073
RAISE -1/2"
WIDE BORDER
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
LS-'3y/ '
4" 2.. 5/8"
1/2"
7/8" 4"
F 7-70' 3/4"
s'
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
CL
my
o�
c
C� Q
o 'E
Olt
EN I MJED V 00101 KW AND WITH TIE
E-+
U
Oo
EXCIM I KM WILL BE A J.OWM.
z
0
2
a�
�o
�m
W
oc
7PA31CHNO AND EXCAVATION WORK MALL BE N STRICT
J
�E
zn
r
}
AL 00101KW AND WrTH TIE°
c
ALL BACK FLLW TTE:NCHINQ AND LAMM EXCAVATION ALAS
c rn
WLL BE LNED WRH A )7ECTLE FABRIC (WF21E)
cm
SANI RY S W R PROFIL S AND COSNTRUCTION D ILS
Ail
_j _j
C C
--
: .....
..... ........ ..
r . tit
.... .... 4 -.
...__ .. -
�5If6 DI SS -42.OS _._..... _ •• - - -- . -..-
.. ... _ .....-
PRIVATE UNE . - • • ... _ .... _ .... _
SED
. - - - GRADE - - - -- .. -- :- _ _ -..- - - _.:...._ - -- = - -- - - -- _ -- . - -- _- ---- -...:. _..- - -- - - - -�- - �-
- - - - - 55 LF 8" DI SS 0 0.408 EXISTM GRADE :: :: . - - - - - - - -
:.
-- ...... --
0
....-:-•-
:.
- - I�TIAIG GRADF
>: - - - - - --
..„ - - _may
---- ---- -- - --- -- .. .......... - -- ..... _ .... _.... ........_.. ------ ..........• -• = •.....••••. {'''�''' — _ - - - - - - - w^ • . . . . . .
__ .-- / -.. .... ........................ "`!V
`_ ......:... _ .. _ - - .. _ ... .. - EXISTING � _ ....:. :........ _..- _.. -_:..- ..._..:..= ._- •
-- -• _-- -- -_ .:. _.._.....- --
: : : : : : : 12' MfATER . . . . .
.. _ S-SIAH #4 :.. 200 LF 8' DI SS ® 0.40% : - - - - : • ,
.... __ --- - - - - -- - - -- - - - - --
( 6 WATER --- . - - -•- :.1M1N.
... .(PRIVATE UNE .........: .-- - - -• -- -- .. ...... ........... ........
:...... : :.... :::: :::: :: (EXTRA SHALLOW :::: .. ........ .... : :: - - - - -
-MI+ TYPE C SSMH 2 : 1.0' :WATER: _ M :... :......... ::: _
35 -. -
w cATE vALVE :. _ . . - -- -- -- - -- (xrrRA swu� ow c 900 ss
- ) (EXTRA SHALLOW .....
300 LF 8 PVC
:..._..
GATE VALVE TO BE :....... � TYPE C) . :...... : 0 0.45% (PRIWATE LINE)
................
- -- -- MMTYPEC) :: = ...
:.... _ ... ... ...... -..
. .. . • • . RIM -41.3
OPENED ONLY DURING all =41.2 .. ..... .
- IE
8" NE
SSMH 1 EX. SSMH
. .. . . . . . . . . . . • TRUCK WASHING - =37. ) : ::: . . . : : :: . _ I -
IE -38.7 O E) SHALLOW MH
R M =42.4
RIM =41. - -- :........:. IE= 37:9.8 W) •- •- • ................. : : :::. _ :...
_ .. ........ tE= 38.8 8 EX 30 _ ... • . • • • ........ . ..:......... TYPE 8) -IE= 36.2-1 8 N ........ _ ........ .
= IE =38 -7 8 E) IE 38. 6 NE) .. + ...... ........ - 36 CONC
- SD :.. ..... :... ... .:.. .. - - RIM =41.5 :IE= 36 :4.1 8 S� :... .... .
30 ....... _ .
- -
.
IE 38 9 6 - D
... . ............ . .. --- ......._...
:. .. . -
..-_-
-36 S
M f
•I 1
�-36. E -36.3 8 "W
.. _ TRENCH DRAIN CB - �E ............
... A ANIT .
= .. ......
- RIM =42.0 ....; ...... ..:........:.........;......... .... .. .... - ....... -- - - - - -- - -
........: :
: E 1" 3 H 1' . . . .. . .
XI N 8 SS '
....._ - - -._
:. IE. =9.2 ....... :: - - -.... .
TO-PROPOSED H
= ANO EXTEND
TA
:..... : :: ::: : ::: : :: ................... :::: : : :: :: : : : : : :: ......... .... ..... ......... : : : : ::: :: WITH 8 "PV - __....... ..........
:....... ........: :: ::: :' :.. ...... : ......_.... -• ::::: C:........• --- - -.. ".
ADJUSTING RINGS OR BLOCKS
AS REQUIRED.
24"
PRECAST VALVE
• ..'• ADAPTOR COLLAR
CHAMBER CONE • ' •
- R.C.P. OR EQUAL 8" OR 12"
D RUBBER GASKET PIPE
0 •' R •
r p► ~ -•r•
'• ~: I>
ti lb
•
• •. d •
t 14 1 t I t 1 48"
24" x 6" FRAME AND LOCKING LID
PER DRAWING BR29.
4" MIN. TO 12" MAX.
�— POURED IN PLACE BASE
DATE I REVISION I BY IAP:P:R:;
IZ
FW-•
.•
31" MM M 48" MAX.
5"
6" MIN.
SANITARY MANHOLE EXTRA SHALLOW TYPE C
ADOPTED
MY OF FdMMN
Standard plans
L9T DA'I'S: 12/15/91
DWG. NAME: BR38 SP PAGE: 8073
RAISE -1/2"
WIDE BORDER
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
LS-'3y/ '
4" 2.. 5/8"
1/2"
7/8" 4"
F 7-70' 3/4"
s'
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
°= I wwoo- -17 -0007
6
f
. l
1
1
. w
12" 0
FIBER
PACKII
45° (1/8)
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
GATE I R ION Y PPR
CONCRETE
CLASS 3000
6 INCH OR 8 INCH CLEAN -OUT
ADOPTED
C1TY OF RN MN
Standard plans
WT DATZ: 12/15/91
DWG. NAME: BW 188 SP PAGE: 6076
i
s- ?9970?
(2r> ; 'r "..> 4 9 To ?
K -
LL
03
a ��
z�
co) w
he
O
ZN
Fm
Go
E Ljj, 0)
r cm
Um�
a: cm
Q0.wco
0 o --
4Zm
W
S
W
o 0 0 3
O
V r N o 2
i Q a
Y cp Y! 0)1
0
CL 0
v
L
.� z z
LLJ
t
O
11
W
Z 2 v
n CV CN p n
00
C]00N o^O ?S�S
Z(7) (D 00 cz 6
r%- Q v qr z C�
3 In Lo
Id") _ N tV Z Z �.
n� W v
0000 W ('V (V _j
.-' Y v V N p
y �
S Z
W 4
� 1
8 c0N
v
I
' u
N Z
72 p ��
0/sit E rV
s /ONA L I ACV
EXPIRES 9/23/03
SCANNED NOV - 7 2003
a
It
=5'
a�
m
1 ? P K*M AND EXCAVA110N�
ALL T1134CHM AND EXCAVATION VIM N AREM BELOW THE
CLEAN OAP O.E. WffHN C=Aw M7W 80M EiALL BE N
T CON ORhAANCE WITH PART 2 OF THE PROJECT MANUAL
Olt
EN I MJED V 00101 KW AND WITH TIE
00
GEOTECHNICAL aEPORI BY HAW DAT® 11/6/029 NO
Oo
EXCIM I KM WILL BE A J.OWM.
z
0
2
a�
ALL BACOLL WOW AND MATERAL.S A9AOCIATED WITH ALL
W
oc
7PA31CHNO AND EXCAVATION WORK MALL BE N STRICT
J
WH PART 2 OF 7HE PROJECT MANUAL
zn
r
}
AL 00101KW AND WrTH TIE°
REKRf BY HAW WED V6/42
ALL BACK FLLW TTE:NCHINQ AND LAMM EXCAVATION ALAS
WLL BE LNED WRH A )7ECTLE FABRIC (WF21E)
TO " TE CLFM BACKFL L MAT : AL FROM EMT NO
CONTALNATED 80LA. IN
°= I wwoo- -17 -0007
6
f
. l
1
1
. w
12" 0
FIBER
PACKII
45° (1/8)
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
GATE I R ION Y PPR
CONCRETE
CLASS 3000
6 INCH OR 8 INCH CLEAN -OUT
ADOPTED
C1TY OF RN MN
Standard plans
WT DATZ: 12/15/91
DWG. NAME: BW 188 SP PAGE: 6076
i
s- ?9970?
(2r> ; 'r "..> 4 9 To ?
K -
LL
03
a ��
z�
co) w
he
O
ZN
Fm
Go
E Ljj, 0)
r cm
Um�
a: cm
Q0.wco
0 o --
4Zm
W
S
W
o 0 0 3
O
V r N o 2
i Q a
Y cp Y! 0)1
0
CL 0
v
L
.� z z
LLJ
t
O
11
W
Z 2 v
n CV CN p n
00
C]00N o^O ?S�S
Z(7) (D 00 cz 6
r%- Q v qr z C�
3 In Lo
Id") _ N tV Z Z �.
n� W v
0000 W ('V (V _j
.-' Y v V N p
y �
S Z
W 4
� 1
8 c0N
v
I
' u
N Z
72 p ��
0/sit E rV
s /ONA L I ACV
EXPIRES 9/23/03
SCANNED NOV - 7 2003
a
It
=5'
a�
m
G
ti
v
0
z
Olt
00
Oo
p
r
0
a�
ad
J
zn
r
N
G
ti
v
0