PZ - Sewer Profiles179 L.F. 8"Ø PVC SDR-35 @ 0.33%SSMH A2STA: 3+33.07 6.70 RRIM 2667.23INV IN EXIST. (S) 2650.09INV IN PROPOSED (E,W) 2650.09INV OUT 2649.99SSMH A3STA: 4+03.68 8.09 RRIM 2666.87INV IN 2650.55INV OUT 2650.45
SSMH A4
STA: 5+03.27 8.78 R
RIM 2666.25
INV IN 2651.12
INV OUT 2650.92
SSMH A5
STA: 8+67.97 8.10 R
RIM 2669.28
INV IN (S) 2653.00
INV IN (E.W) 2653.20
INV OUT 2652.80
3
6
5
L
.
F
.
8
"
Ø
P
V
C
S
D
R
-
3
5
@
0
.
4
6
%
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0
1
L
.
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.
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"
Ø
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V
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D
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-
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5
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.
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7
%
71 L.F. 8"Ø PVCSDR-35 @ 0.51%SSMH A1STA: 1+53.77 9.56 RRIM 2664.03INV IN 2649.40INV OUT 2649.20
1
2
9
L
.
F
.
8
"
Ø
P
V
C
S
D
R
-
3
5
@
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.
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4
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L
.
F
.
8
"
Ø
P
V
C
S
D
R
-
3
5
@
0
.
4
0
%
SSMH A7
STA: 11+39.85 8.57 R
RIM 2666.98
INV IN 2654.33
INV OUT 2654.13
SSMH A6
STA: 9+93.35 11.91 R
RIM 2668.14
INV IN 2653.55
INV OUT 2653.36
PVI STA = 1+11.61ELEV = 2664.75PVI STA = 1+45.83ELEV = 2664.07
C/L INTERSECTION
PVI STA = 11+36.40
ELEV = 2667.18
-2.00%1.90%
-
0
.
6
1
%
1
.
7
0
%
-
0
.
8
4
%
PVI STA:3+27.00PVI ELEV:2667.50K:20.80LVC:52.04BVCS: 3+00.98BVCE: 2667.01EVCS: 3+53.02EVCE: 2667.34
P
V
I
S
T
A
:
8
+
0
1
.
5
2
P
V
I
E
L
E
V
:
2
6
7
0
.
0
0
K
:
2
0
.
4
3
L
V
C
:
5
2
.
0
0
BVCS: 7+75.52
BVCE: 2669.56
EVCS: 8+27.52
EVCE: 2669.78
P
V
I
S
T
A
:
5
+
6
8
.
5
2
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V
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V
:
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6
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3
K
:
3
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.
8
4
L
V
C
:
7
1
.
2
2
BVCS: 5+32.91
BVCE: 2666.25
EVCS: 6+04.13
EVCE: 2666.64
-2.00%1.90%
-
0
.
6
1
%
1
.
7
0
%
-
0
.
8
4
%
SS
S
SSS
SS
SS
SS
W
W
1+002+003+004+00
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
PC:4+01.
6
7
P
C
:
9
+
6
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.
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4
P
C
:
1
1
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6
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:
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3
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SSSS
S
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W
W
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SS
S
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W
S
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SS
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.
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I
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BLOCK 49
8
7
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9
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15 48 11BLOCK 2
B
L
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SSMHA2SSM
H
A3 SSMHA1
S
S
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7
S
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1
S
S
M
H
B
2
W. CUMBERLAND DR
S
W
2652 2660 26682644264826562664 26702640
S
C
A
L
E
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A
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8
8
D
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C
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8
+
0
0
1
0
+
0
0
6
+
0
0
4+002+00
S
E
E
S
H
E
E
T
2
SEE SHEET 3
SEE SHEET 2
AGENCY REVIEW NOT FOR CONSTRUCTION
R
S
C
2
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6
0
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8
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4
RevisionsTIMBERLINE SUBDIVISION
MERIDIAN IDAHO
PRELIMINARY SEWER PROFILE
SOUTH WINNIPEG AVENUE
S
E
E
S
H
E
E
T
2
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
I
D
AHO
SSSS
SS
WW
W
W
W
W
11+00 12+00 13+00PC:11+06.56 PC:13+35.44PT:11+36.40
S
S
S S S
S
W W W WSW
S
S
M
H
A
8
SSMHB1SSMH A7STA: 11+39.85 8.57 RRIM 2666.98INV IN 2654.33INV OUT 2654.13 C/L INTERSECTIONPVI STA = 11+36.40ELEV = 2667.18-0.84%382 L.F. 8"Ø PVC SDR-35 @ 0.53%
SSMH A8
STA: 13+93.11 149.00 R
RIM 2667.06
INV OUT 2656.36
-0.84%PVI STA = 13+85.40ELEV = 2665.09
S
SSS
W
W
W
W
W
S
S
W
W
W
I
N
N
I
P
E
G
A
V
E
N
U
E
1
6
+
0
3
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
P
C
:
1
2
+
4
0
.
5
0
P
C
:
1
5
+
4
2
.
2
4
P
T
:
1
3
+
5
5
.
1
9
P
T
:
1
5
+
5
5
.
4
6
S
W
S
S
S
.
B
E
A
R
C
L
A
W
A
V
E
B
L
O
C
K
2
1
2
3
1
4
5
1
2
3
4
5
9
B
L
O
C
K
1
S
S
M
H
A
7
S
S
M
H
B
1
S
S
M
H
B
2
S
S
M
H
B
3
S
S
S
W
W
W
W
6
8
L
.
F
.
8
"
Ø
P
V
C
S
D
R
-
3
5
@
1
0
.
3
4
%
1
1
3
L
.
F
.
8
"
Ø
P
V
C
S
D
R
-
3
5
@
1
0
.
3
6
%
SSMH A7.
STA: 11+44.97 3.45 L
RIM 2666.98
INV IN 2654.33
INV OUT 2654.13
SSMH B1
STA: 12+58.55 4.91 L
RIM 2677.01
INV IN 2666.10
INV OUT 2666.00
SSMH B2
STA: 13+30.59 3.01 L
RIM 2683.92
INV IN 2673.20
INV OUT 2673.10
SSMH B3
STA: 15+25.20 5.99 L
RIM 2692.81
INV OUT 2677.95
2
.
0
0
%
-
2
.
0
0
%
1
0
.
0
3
%
3
.
8
5
%
0
.
4
7
%
PVI STA = 11+20.40
ELEV = 2666.86
C/L INTERSECTION
PVI STA = 11+36.40
ELEV = 2667.18
PVI STA = 11+54.40
ELEV = 2666.74
PVI STA = 15+56.58
ELEV = ±2693.28
MATCH EXISTING
P
V
I
S
T
A
:
1
3
+
5
5
.
1
9
P
V
I
E
L
E
V
:
2
6
8
6
.
7
9
K
:
2
0
.
0
2
L
V
C
:
1
2
3
.
6
7
BVCS: 12+93.36
BVCE: 2680.59
EVCS: 14+17.02
EVCE: 2689.17
P
V
I
S
T
A
:
1
5
+
1
9
.
1
6
P
V
I
E
L
E
V
:
2
6
9
3
.
1
0
K
:
2
0
.
1
4
L
V
C
:
6
8
.
0
0
BVCS: 14+85.16
BVCE: 2691.79
EVCS: 15+53.16
EVCE: 2693.26
1
9
4
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.
F
.
8
"
Ø
P
V
C
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D
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-
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2656 2664 26722648265226602668 26762644
S
C
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8
8
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!
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Y
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!
C
A
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E
F
O
R
E
Y
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!
1
4
+
0
0
12+00 SEE RIGHT
AGENCY REVIEW NOT FOR CONSTRUCTION
R
S
C
2
2
4
RevisionsTIMBERLINE SUBDIVISION
MERIDIAN IDAHO
PRELIMINARY SEWER PROFILE
S. WINNIPEG AVE / S. BEARCLAW AVE
RSC
2
6
6
0
2
6
6
8
2
6
7
6
2
6
5
2
2
6
5
6
2
6
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1
SEE SHEET 1SEE SHEET 214+00
2
6
5
6
2
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4
2
6
7
2
2
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4
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8
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2
2
6
9
6
2
6
6
0
2
6
6
8
2
6
7
6
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6
5
2
2
6
5
6
2
6
6
4
2
6
7
2
2
6
8
0
2
6
4
8
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8
4
2
6
8
8
2
6
9
2
2
6
9
6
1
2
+
0
0
1BLOCK 12345 67895BLOCK 2 S. WINNIPEG AVES. BEARCLAW AVE
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
I
D
A
HO
SSMH C1
STA: 2+03.37 6.09 L
RIM 2659.63
INV IN 2650.97
8" BLOCKOUT
INV OUT 2650.87
SSMH A2.
STA: 3+33.68 6.09 L
RIM 2667.23
INV IN 2650.09
INV IN 2650.09
SSMH C2
STA: 5+14.14 8.62 L
RIM 2682.10
INV IN 2664.76
INV OUT 2664.66
SSMH C3
STA: 6+08.32 3.72 L
RIM 2688.03
INV IN 2672.45
INV OUT 2672.35
SSMH C4
STA: 6+61.11 6.00 L
RIM 2690.49
INV IN 2675.74
INV OUT 2675.64
SSMH C5STA: 9+26.70 4.99 LRIM 2691.38INV IN 2684.23INV OUT 2684.13SSMH C6STA: 9+84.44 6.11 RRIM 2691.77INV IN 2684.55INV OUT 2684.45 55 L.F. 8"Ø PVCSDR-35 @ 0.40%
5
2
L
.
F
.
8
"
Ø
P
V
C
S
D
R
-
3
5
@
6
.
1
5
%
9
5
L
.
F
.
8
"
Ø
P
V
C
S
D
R
-
3
5
@
8
.
0
0
%
1
8
2
L
.
F
.
8
"
Ø
P
V
C
S
D
R
-
3
5
@
8
.
0
0
%
1
3
0
L
.
F
.
8
"
Ø
P
V
C
S
D
R
-
3
5
@
0
.
6
0
%
264 L.F. 8"Ø PVC SDR-35 @ 3.17%
2
.
0
0
%
-
2
.
0
0
%
9
.
1
6
%
6
.
9
7
%
0.74%1.74%
PVI STA = 1+97.88
ELEV = 2659.37
PVI STA = 3+07.24
ELEV = 2666.99
PVI STA = 3+27.00
ELEV = 2667.39
PVI STA = 3+46.74
ELEV = 2667.00
PVI STA = 9+87.43ELEV = 2691.92
P
V
I
S
T
A
:
5
+
8
6
.
5
1
P
V
I
E
L
E
V
:
2
6
8
8
.
9
5
K
:
2
0
.
4
5
L
V
C
:
1
7
2
.
1
4
BVCS: 5+00.44
BVCE: 2681.07
EVCS: 6+72.58
EVCE: 2689.59
S
S
S
S
S
S
W
S
W
S
S
S
S
W
W
S
S
S
SSS
W
W
W
WWWW
S
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8+009+0010+0011+00 W. C
U
M
B
E
R
L
A
N
D
D
R
P
C
:
4
+
9
2
.
5
2
P
C
:
5
+
8
6
.
5
1
PC:9+16.57
P
T
:
5
+
3
6
.
1
3
P
T
:
6
+
3
0
.
1
2
PT:9+87.43
S. WINNIPEG AVE
B
L
O
C
K
2
B
L
O
C
K
4
B
L
O
C
K
3
B
L
O
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2
BLOCK 2 BLOCK 2
4
6
4
5
4
4
4
3
4
2
414039 3837363534333227262524
1
8
1
7
1
6
1
5
1
9
S. VOLUNTEER PLACE
SSMHC6SSMHC5
S
S
M
H
C
2
S
S
M
H
A
2
S
S
M
H
C
1
W. CUMBERLAND DR
1
S
C
A
L
E
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A
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8
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!
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E
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!
C
A
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O
R
E
Y
O
U
D
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!
4
+
0
0
2
+
0
0
6
+
0
0
8+0010+00
S
E
E
S
H
E
E
T
5
AGENCY REVIEW NOT FOR CONSTRUCTION
2
6
5
6
2
6
6
4
2
6
7
2
2
6
4
8
2
6
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6
8
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7
6
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4
4
3
3
4
Revisions
W
TIMBERLINE SUBDIVISION
MERIDIAN IDAHO
PRELIMINARY SEWER PROFILE
WEST CUMBERLAND DRIVE
RSC
2
6
8
0
2
6
8
4
2
6
8
8
2
6
7
6
2656 2664 26722648265226602668 26762644 2680 2684 2688 2676 SEE SHEET 5
S
E
E
S
H
E
E
T
1
1
0
6
9
2
R
E
G
I
S
T
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R
E
D
S
T
A
T
E
O
F
I
D
AHO
PVI STA = 6+40.63ELEV = 2689.09PVI STA = 6+55.13ELEV = 2689.38PVI STA = 6+71.63ELEV = 2688.97
PVI STA = 9+58.16
ELEV = 2691.21
PVI STA = 8+65.04ELEV = 2691.00PVI STA = 9+18.66ELEV = 2691.602.00%-2.00%
-
1
.
0
0
%
1.00%1.13%288 L.F. 8"Ø PVC SDR-35 @ 0.60%SSMH C4.STA: 6+61.11 6.00 RRIM 2689.35INV IN 2675.74INV OUT 2675.64
SSMH D1
STA: 9+48.85 6.00 R
RIM 2691.27
INV OUT 2677.47
SSWS7+008+009+00 S. VOLUNTEER PLACEROAD 3BLOCK 2 BLOCK 225242322
2
1
201918 1746454443BLOCK 2
S
S
M
H
D
1
SSMHC4 SSMHC3S
S
S
W
W
W
9+00
1
0
+
0
0
1
1
+
0
0
PC:9+16.57
P
T
:
9
+
8
7
.
4
3
B
L
O
C
K
2
2
6
B
L
O
C
K
2
2
7
2
8
2
9
3
0
3
1
3
2
3
3
3
4
3
5
3
6
3
7
3
8
3
9
W
.
C
U
M
B
E
R
L
A
N
D
D
R
S
S
M
H
C
6
S
S
M
H
C
5
S
S
M
H
C
8
S
W
SSMH C6
STA: 9+84.44 6.11 R
RIM 2691.77
INV IN 2684.55
INV OUT 2684.45
2
1
7
L
.
F
.
8
"
Ø
P
V
C
S
D
R
-
3
5
@
1
.
3
6
%
1
.
7
4
%
PVI STA = 9+87.43
ELEV = 2691.92
PVI STA = 12+05.51
ELEV = 2695.71
SSMH C8
STA: 12+01.00 6.11 R
RIM 2695.51
INV OUT 2687.50
SSMH C5
STA: 9+26.70 4.99 L
RIM 2691.38
INV IN 2684.23
INV OUT 2684.13 0
.
7
4
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1
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7
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2672 2680 2688 26962668267626842692
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7+00 SEE SHEET 3
AGENCY REVIEW NOT FOR CONSTRUCTION
4
4
4
RevisionsTIMBERLINE SUBDIVISION
MERIDIAN IDAHO
PRELIMINARY SEWER PROFILE
W. CUMBERLAND DR. / S VOLUNTEER PLACE
RSC
9+00 WW
S
E
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3
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2
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SEE SHEET 3