HomeMy WebLinkAboutS-335806a
a
z
w
N
6
7 y -8
STA 7 +4&�Q 669 LT.
v
W
°
I
STA. 5+05bB; &W LT.
SSMH NO. 3
SSMH NO. 4
SHALLOW - TYPE V, 48'
g
STA. 34 +82.86, 8.97' RT.
STA. 35 +68.30, 11.51'
RT.
SHALLOW - TYPE 'B', 48"
RIM = 449.4+Z6
d-
EX. SSMH
RIM = 441.64
RIM SSMH
RIM' = 444.96
RIM = 4463i-&y
I.E. = -44180 IN
O 4Y3. S
z
I.E. = 441.64 (OUT)
I.E. = 441.23 (IN)
1.23
I.E. = 444"50 (IN) 44/.62
8
o
W
I.E. = 441.13 (OUT)
I.E. = 441.50 -(OUT) H4 /s2-
STA 34+01.5.98• RT.
'
SSMH NO. 6
'6',
+--
-7"4,
5' WATER EASEMENT
SHALLOW -TYPE 48°
RIM = 447.*ZL
I.E. = 44122 N) 442.5633
P4
W
I.E. = 44212 (OUT)yvZ"
26
I
/
A�
I
PRIVATE ACCESS
z
W
950 FF = 447.30 aaa /
7
/
/
24
I I I T6 LOT 16
o
U
-o- _ F =
446.60 7 31
FF = 447.70
I
I
I _ I I I I a9
FF - 449.00 0' U71UTY EASEMENT (TYP.) a 17
-�
P4
U
UP 3
�
\
FF = 447.10 FF = 447.50
I I
FF = 448.00
FF = 448.50
20
F = 449.80 I
FF = 450.10 I a FF = 450.40
/
,
>_4
a, FF = 446.10
21
18 -
a
=n �
W
\ 30
25
\ 23°
M22N
19
I �
OFF
m_
I = 45050
'tee' �°
\
-_
c\z a
\ FF = 445.50
FF = 447.00
W
6 -�I
o.gs�o �b
/
29
\
y>"%
'� �' �' o
'�c
_
239 LF 8"
' 8' C.O. & 23.8 LF 8' PVC SS 0
0.50x MIN. TO SSMH N0.4
\
/� a
NE.
C o
Pvc � ® ,ego p
\ 0 6'- s1sER�9/
8'x6' WYE FOR EACH SS
as
\
PVC
- -
\ I
SERNCE (TO LOTS 16 & 17)
S 41" FF
= 445.00
27 '�se`�`
- 15
8 e
f
\
/
zv
1 °'$ FF = 450.60
0
OpE
FF = 446.70
- - -
I
;�-
--
- --
- - -- -- -
zu!
I
\
FF = 446.40
/ o
/ s
\
z '
a
I- 4 W
a
�`o
®
I 34
\
l i
28
\
®
/'
STA 4+34.9,, 11' LT.
/ SSMH N0. 2
8
\
/ 533 LF 8" SS 0 OXM
52.9 11.81e
x
E
v €
I I
s 5-
\
i/ SHALLOW - TYPE '6',
7�
60"
9
m E
P I
36 � d� \
\
/
7 RIM = 445,89
I
I 10
�E
°
I
L FF - 447.00
I I -
�� \'
\
`, b o \
\
I.E. =441 }5 (IN)4y /,zs
I.E. _ •441.86 (OU j 11gW= 447.90
ikv ,/
FF = 448.80
14
FF = 450.70
\
-D
Z
Lu
I
I I FF
= 446.00 \� S /\
\`\
\�\
�" \
\�
/ /
�iE J
'/ FF - 447.00
/ -
FF - 449.20
- / 2
-
- \
w
I
/
i'/
I.E. SS4SIM
/ N*
3 7 O
3
- -
37 \
B
6
SSMH NO. 5 50:' RT.
/`�\
��A
��
C J/
TYPE
��OgW49.g- ys-a.o?�.
�o \
SSMH
R M
I.E. = 443.17 (OUT)V y.9,<J
L +TY 35
_ \ \/
FF - 445.00
\�
FF
_
- 446.50
= 8 74
I I.E. = 443.17 (OUT)yy6y
12
5
2
LE1 438.04 (OUT) 1
13
1
FF = 449.00
- /
�5
\
o
FF = 450.90
7s _
\ \ FF = 446.30 /
FF = 449.40
_
I- - -F = X5050--------
�- - -
= 451.00
♦- - - - _
�i
01
38
4
\aov /
- - - -FF
=
NOTE: SEWER STUB ELEVATIONS
Ir
/
UP
pi
_
SET FROM SEWER INVERT
FF - 444.50 I'
�
8"
\' FF - 446.10
c
AND LOCATED SUCH THAT PIPE
-
\�
P�
�„ Q°
1
/ FF = 446.10
I
o
Up IS AT NECESSARY SLOPE AND
oa�.�"�o
/
3
EX. 10' UTILITIES ESMT.
of
I
12+75.31
PIPE CLEARS OTHER UTILITIES.
OtT6 SSS
���
`, \aa
STA. 40 +16.86, 9.76' RT.
E.. SSMH
I REC. No. 19991209001432
At
a
(TO BE 3' TO 6' BELOW FF ELEV.
\
Moa \\
/ \ \ S
RIM �
EX, 10' SEWER ESMT.
01
-L
39
/ /
L�
= 445.17 (IN)
438.68 (OUT)
1
I REC. No. 7907090780
nM"QN *
w
/ o
_ \
/\
\\
\ `
�`•
�,a\ a
FF = 446.40
I
I 1co> iPUwnWnSLOCAnDT4a ®8VA711OMMM*ArroAMW
- - - -
FF = 444.70 /
�
��
a°
CDMMERM
I I 1
ItMACIMMA78R1AL6 ACI11"Y tl9lq OMM
Uc" �i Aa?,R V
\-
EX. SS uB
I.E. - 440.14
STA. 7 +95.96, 12.48' RT. \
EX. SSMH
\
��
T DA
/\
/
01
_
\
IM= 445.08
\
_ _-
\
&
�
STA. 1 +35.3,, 533 LT.OR
1
I.E. = 440.00 (IN)
I.E. E. = 439.90 (OUT)
\
CHECKED FOR COMPLIANCE
of
I
SSMH NO. 1
41
43 \ -
TO CITY
STANDARDS RECOMMENDED
APPROVAL
SHALLOW - TYPE 'B', 60"
40
FF
= 446.30
\
\ \
8 \ o
�.�
Date 2/ o 2 BY
RIM = 444.1210
NOTE: XISTING SEWER STUB
\ \
�� ��
N .23RD LACE /FTx:�a��
Date BY
c
I.E. =44939 (CTR.) y4a -6/
FF
FF = 444.80
= 445.30
ELEVATIONS TO BE
FIELD CHECKED FF =
446.10
S3 `
-_
Date BY
wi
I.E. _ �44G 4EJ (OUT) Z1Z/0•S!o
ELEV. L TED ARE CALCULATED
I I
- - - -
XXX.XX
-- - -L )�)-------
- -
12" Sp
- - - - -�
`\�
1 S� oER S
DALEY - MORROW- POBLEM, INC.
- -
--
12 ��'- `
Q<� W
�� 0 !F
726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
o.
N
- -
Q •.�`" �'
PHONE: (253) 333 -2200; FAX: (253) 333 -2206
3
-
o
1
2
ESMT.
�j
rrr STA. 41 +62.99,
41.06' RT.
EX. SSMH
RIM = 445.93
9oF yF 2 352 �e
c Ea0 \0
NA L
aD ENGINEERING - SURVEYING
LAND PLANNING
�
Sm335
Z
LE.=
I.E. =
437.89 IN
437.79 (OUT)
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