HomeMy WebLinkAboutWWP2702160.23n
LO
+
LOW POINT ELEV
= 393.00
LOW POINT STA
= 1+26.09
0
+
0
PVI STA =
1 +30
+
Q
w
PVI ELEV =
392.81
QLLJ
~
O
30.00' VC
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v
w
N r
PO In r
OW
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+ r-� 1
m + 0)
Q
Q'
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U U U
Q
W m m
�
• 41g.
i
------ - 385
L I
SSMH 12 �- PVC �
A 2+15 5 R1 7 SSMH 11
RIM
EL 395.6 3iz F-STA --------- +,D 5 R
IE (OUT) 38-3:z ��---------------------- - -- ----
IE (6'_-SWs,sE) 38 .�1 RIM E . 39.3� 3y3.vG
E �IN) 38:?.57• (W S
' IE OUT) �N)
I 382, 3i C*7,e. cm
r% A mr rI � r.-rr r.-rrr
375.00
N0
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2+00 1 +00
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m
CD
Q
w
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a
w
0
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o
+
0
0
0
Q
PVI ELEV = 355.06 Q v) N
I PVI STA =1 +65 � o @11
�--- 100.0, VC � w �,
PVI STA = 3+20.405
N
PVI ELEV = 334.86
100. 0 VC
U
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LOW POINT ELEV = 386.16
o
+
LOW POINT STA = 1+31.24
0
rl-
+
PVI STA = 1 +30
+
Q
PVI ELEV = 386.02
Q
c
30.00' VC
v
0
a
w
N
M
C0
0
O
+ 000 +
w
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W
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i
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m
Ci
1.697
BOA AWAY C
o
RIM EL 3 2.3 •F2 6 -8 PVC C� -
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E (OUT) z38Q-48 3 0.�7
DATUM ELEV
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ry
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ry
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RIM EL. 356.89 3s�io
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3'Y 8. Gs cAlre. CH. W
----------------------- ------ - - 340
-RT
�q j " 'WqW DECLARE TI#A"'tl;"E UOWWG Cl4ECKED ITEMS
33 SHOWN ►4EMON A I* A RrSu T OF A MELD SAVE
2: 1 SLOP - /-------------- - ---- -- - - - --- ----------------- ---------- -- ---- --------- - _� _ o-�
G PERhOpB� •� ��t�a� r��D ����
IORMLAW 3ANTARY SEWER WATER SYSi Etl
�oci►Tar� 44ORZ LOCATM fj HORZ COCA :
WERT LOCATION f 13 WERT LOCH'
NOTE: SEE SHEET2!OF25'FO - - ---------------- -- 1 - - - _--------------------------- ------
SEWER PROFILE CONTI UATION 1 yy -&Y
- _ _ DATE
OUT TO SSMH -5
140'-8"PVC ® $3%
$. 0
i
ww vpQ&'�1.-
SSMH 5
I
STA 4+2 4 L
RIM EL. 331.572
IE (IN) 321,2 7rR
IE (OUT)
N-) r�- 00 00
CN
4+00
----- ----- - ------------
STA 3+0 5L
RIM EL. 337.8
�H IE IN)
IE OUT)
3221.22 C vrR. h!
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c0
3+00 2+00 1 +00
OURT
N E Z 6 i='
320
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D
STA 1 +06 30 L
RIM EL. 3�8 361y7
N IE IN) 3ae.ee (S,W
c0 IE OUT) 37� . (N
co 37 9 72 CNrf, CH.
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00
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to
00
to
00
to
2+00 1 +00
LOW POINT ELEV = 398.31
LOW POINT STA = 1+26
HIGH POINT ELEV = 399.89 PVI STA = 1+30
HIGH POINT STA = 2+07.87 PVI ELEV = 398.07
LOW POINT ELEV = 395.74 PVI STA = 2+13.58
LOW POINT STA = 3+57.38 PVI ELEV = 400.57 0
PVI STA = 3+51.66 I 80.00' vC I 40.00 VC o
PVI ELEV = 395.05co cc a
80.00, VC I a? r�i 0i O coo o 0 a- w
00 a
�
+ i (J) U U> U U U W
>> > m w > > >
w m m
w � w f w m;
> > m - 3.0
w m 9i o
CL
_ _- --] -_---------------
- - -All _ 390
I
390 s; • y�
-§' 8"PVC ® -0,
RIM EL.
I IE (OUT)
396.SS
CNTR. CM
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MCA
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4+00 3+00 2+00
SSMH 13 �{ ,�,•, .K. {C��
STA 1 +00 18 RT
RIM EL. 3�+8 399./5'
IE IN) 385.0
IE OUT) 384�
3 8 y. 75- CNM CH
DATU
p�V `�• W • �' q,S
•. of '�asH;•Ff
ELEV ��`` yam•
.00
38
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ss/0/V •ECG\ ,11
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ro
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EXPIRES 5- 13- 95
1 +
00
DATUM ELEV C 0 R T
315.00 � / c 7ir 'Y OF' R.ENTON
/'%OI�IC�� G V DEPARTMENT OF PUBLIC WORKS
Q E E PLAN � H L E T21 O� 1�} S�Zit0006
� SANITARY SEWER PROFILES
HONEY CREEK RIDGE
3
A 60IL-,r
Qwc
�/'��'yJ�
DESIGNED: DWC
DATE: 6-- 1-94
FILE NAME:
2
PER CITY REDLINES
WWI/
DWC
7-20- 94
DRAWN: WWJ
SCALE: 1 "=40'
✓ERT. 1 "= 5'
i PER CITY REDLINES
WWJ
DWC
4/?2/94
CHECKED: WJ/DC
APPROVED:
DIRECTOR OF PUBLIC WORKS
SHEET: 2 OF: 45
NO.
REVISION
BY
APPR.
j DATE
1
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