PZ - Pre-PlatS. CLOVERDALE ROAD
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S. EAGLE ROAD
S. CLOVERDALE ROAD
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S
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.
A
M
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S. EAGLE ROAD
SAWCUTSAWCUTSAWCUTSAWCUTSAWCUTSAWCUTSAWCUT
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TOBTOBTOB
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TOBTOB
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PROPOSED SHELBURNE EAST SUB.
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SHELBURNESUBD. NO. 2(UNDERCONSTRUCTION)20' SEWER EASEMENT
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E. AMITY ROAD
60.00'
7
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21.21'
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11
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111
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110.00'
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9
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6
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1
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7
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132.84'
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28.08'
21.92'
28.08'
21.92'
28.08'
21.92'
28.08'
21.92'
28.08'
21.92'
28.08'
21.92'
28.08'
50.00'
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50.00'50.00'50.00'50.00'50.00'50.00'28.70'
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21.17'168.65'102.44'110.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'110.00'110.00'50.00'50.00'50.00'50.00'50.00'50.00'28.50'110.00'110.00'110.00'110.00'110.00'110.00'110.00'103.00'110.00'110.00'110.00'110.00'110.00'50.00'50.00'50.00'110.00'18.50'50.00'50.00'50.00'110.00'110.00'21.21'168.50'27.76'50.00'50.00'50.00'50.00'50.00'50.00'23.50'15.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'72.77'110.00'21.21'95.00'110.00'50.00'50.00'50.00'50.00'50.00'50.00'13.70'110.00'110.00'110.00'110.00'110.00'123.68'23.00'35.00'25.00'50.00'50.00'50.00'50.00'15.00'23.50'118.43'37.09'50.00'50.00'110.00'13.44'50.00'50.00'50.00'110.00'110.00'110.00'95.00'21.21'137.00'35.00'23.00'200.09'200.09'158.36'158.56'149.05'6.93'
50.00'50.00'50.00'50.00'40.00'
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60.00'60.00'
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181.80'
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60.00'60.00'60.00'208.20'
75.35'
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15.46'50.00'79.96'44.69'
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15.53'50.00'113.24'50.00'50.00'50.00'50.00'50.00'50.00'50.00'14.54'
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50.00'113.24'50.00'50.00'50.00'50.00'50.00'50.00'50.00'
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110.00'
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110.00'
23.00'35.00'110.00'
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110.00'
110.00'
110.00'
110.00'
62.00'
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23.00'35.00'137.00'36.00'2.97
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132.30'
113.21'
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110.00'
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115.00'
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50.00'158.15'50.00'50.00'50.09'
46.19'
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BLOCK 4BLOCK 4BLOCK 4BLOCK 5BLOCK 5 BLOCK 7 BLOCK 7
47' R/W
47' R/W
4
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R
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4
7
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R
/
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47'
R
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47' R/W 47' R/W47' R/W 47' R/W
R
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D:\Civil Innovations Projects\2019\19-0613-SS Shelburne South\200 - Construction Drawings\204 - Preliminary Plat\19-0613-SS-PRELIMINARY PLAT.dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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D:\Civil Innovations Projects\2019\19-0613-SS Shelburne South\200 - Construction Drawings\204 - Preliminary Plat\19-0613-SS-PRELIMINARY PLAT - ENGINEERING.dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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154.96 LF 8" PVC @ 0.41%SSMH 1STA = 13+24.27RIM = 2687.728" INV IN = 2679.06 (S)8" INV OUT = 2678.96 (N)58.09 LF 8" PVC @ 0.41%EXIST. SSCOSTA = 11+67.31RIM = 2687.208" INV IN = 2678.33 (S)8" INV OUT = 2678.33 (N)103.22 LF 8" PVC @ 0.41%EXIST. SSMH 2STA = 11+07.22RIM = 2687.158" INV IN = 2678.09 (S)8" INV OUT = 2677.99 (N)EXIST. SSMH 1STA = 10+00.00RIM = 2691.538" INV IN = 2677.57 (S)
2
8
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2680 2685 2690 2695 2700
2
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6
+
0
0
3
7
+
0
0
3
8
+
0
0
3
8
+
5
0
SSMH 5STA = 24+36.75RIM = 2690.568" INV IN = 2683.87 (SE)8" INV OUT = 2683.77 (W)
S
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1
1
S
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A
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3
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=
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8
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FINISHED GRADE ATPIPE CENTERLINE
2
4
"
G
I
R
R
44.08 LF 8" PVC @ 0.41%SSMH 6STA = 24+84.82RIM = 2690.278" INV IN = 2684.15 (S)8" INV OUT = 2684.05 (NW)389.07 LF 8" PVC @ 0.40%SSMH 7STA = 28+
7
7
.
8
9
(
N
/
E
)
STA = 10+
0
0
.
0
0
(
W
)
RIM = 269
2
.
6
6
8" INV IN =
2
6
8
5
.
8
1
(
E
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8" INV IN =
2
6
8
5
.
8
1
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8" INV OUT
=
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4
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8
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8
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4
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1
6
6
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7
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12" SD 8"
W
1.5' MIN.
1
2
"
S
D
1
2
"
W
1.5' MIN.
0.5' MIN.
1
8
"
S
D
0.5' MIN.
1
2
"
S
D
1
2
"
W
1.5' MIN.
1
2
"
S
D
0.5' MIN.
8-INCH SEWER PROFILE - S. SELATIR WAY26902695270027052710
2
6
9
0
2
6
9
5
2
7
0
0
2
7
0
5
2
7
1
0
38+5039+0040+0041+0042+0043+00
4
4
+
0
0
4
5
+
0
0
4
6
+
0
0
4
6
+
2
5
SSMH 13STA = 41+57.36RIM = 2702.638" INV IN = 2691.46 (NW)8" INV OUT = 2691.36 (S)
3
7
0
.
3
7
L
F
8
"
P
V
C
@
0
.
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S
S
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1
5
S
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4
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T
=
2
6
9
4
.
0
2
(
S
E
)
SSMH 14STA = 42+17.77RIM = 2702.578" INV IN = 2691.79 (NW)8" INV OUT = 2691.69 (SE)354.45 LF 8" PVC @ 0.40%56.41 LF 8" PVC @ 0.41%EXISTING GROUND ATPIPE CENTERLINEFINISHED GRADE ATPIPE CENTERLINE12" SD
1
2
"
S
D
8" WD:\Civil Innovations Projects\2019\19-0613-SS Shelburne South\200 - Construction Drawings\204 - Preliminary Plat\19-0613-SS-PRELIMINARY PLAT - ENGINEERING.dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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SHELBURNE SOUTH SUBDIVISION
MERIDIAN, IDAHO
B
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2680 2685 2690 2695 2700
2
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1
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SSMH 3STA = 10+00.00 (E)STA = 19+19.11 (W/S)RIM = 2689.018" INV IN = 2681.62 (S)8" INV IN = 2681.62 (E)8" INV OUT = 2681.52 (W)259.61 LF 8" PVC @ 1.79%SSMH 16STA = 12+63.61RIM = 2693.148" INV IN = 2686.38 (E)8" INV OUT = 2686.28 (W)151.61 LF 8" PVC @ 0.40%SSMH 17STA = 14
+
1
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.
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2
RIM = 269
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.
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6
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8-INCH SEWER PROFILE - S. COURVOISIER AVE. AND LOT 6_BLOCK 5
2
6
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2
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2680 2685 2690 2695 2700
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SSMH 20STA = 11+64.32 (N/S)STA = 10+00.00 (W)RIM = 2694.478" INV IN = 2683.61 (S)8" INV IN = 2683.61 (W)8" INV OUT = 2683.51 (N)246.50 LF 8" PVC @ 0.40%SSMH 21STA = 14+14.82RIM = 2695.398" INV IN = 2684.70 (W)8" INV OUT = 2684.60 (N)FINISHED GRADE ATPIPE CENTERLINE EXISTING GROUND ATPIPE CENTERLINESSMH 22STA = 15+27.82RIM = 2696.828" INV OUT = 2685.36 (E)109.00 LF 8" PVC @ 0.61%
1
2
"
S
D
8" W 8" W
8
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2685 2690 2695 2700
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9+5010+00
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5
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SSMH 10STA = 10+00.00 (N/S)STA = 31+79.95 (W/E)RIM = 2693.698" INV IN = 2687.29 (S)8" INV IN = 2687.29 (E)8" INV IN = 2687.29 (N)8" INV OUT = 2687.19 (W)
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8-INCH SEWER PROFILE - S. AMORITA AVE.2685 2690 2695 270026852690269527009+5010+0011+0012+0012+50 SSMH 10STA = 10+00.00 (N/S)STA = 31+79.95 (W/E)RIM = 2693.698" INV IN = 2687.29 (S)8" INV IN = 2687.29 (E)8" INV IN = 2687.29 (N)8" INV OUT = 2687.19 (W)190.75 LF 8" PVC @ 0.40%SSMH 24STA = 11+94.75RIM = 2696.018" INV OUT = 2688.06 (N)FINISHED GRADE ATPIPE CENTERLINEEXISTING GROUND ATPIPE CENTERLINE
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D:\Civil Innovations Projects\2019\19-0613-SS Shelburne South\200 - Construction Drawings\204 - Preliminary Plat\19-0613-SS-PRELIMINARY PLAT - ENGINEERING.dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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SHELBURNE SOUTH SUBDIVISION
MERIDIAN, IDAHO
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PRELIMINARY ENGINEERING - SEWER PROFILES
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