PZ - Sewer Profiles N. Willowside Avenue Sewer Profile
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EXIST MH SEWER MH-1 Ok
STATION=0+00.00 SEWER MH-2
RIM=2520.66 STATION=0+00.00 W. TARA COURT STATION=4+27.53
STATION=1+17.87 N. WILLOWSIDE AVE.
INV OUT=2512.66 (N) RIM=2519.85 RIM=2519.95I
INV OUT 2513.12 (S) NV OUT 2514.44 (S)
INV IN 2513.32 (E)
INV IN=2513.22 (N) 304.66 LF 8"ASTM D-3034
SDR 35 PVC ® 0.40%
115.37 LF 8"ASTM D-3034
SDR 35 PVC Q 0.40%
251 2510
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W. Tara Court Sewer Profile
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2530-� 2530
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2520- EXISTING SURFACE _ 2520
SEWER MAIN
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SEWER MH-3 S = +
SEWER MH-1 STATION=2+11.79 RIM=2521.52
STATION=0+00.00 W. TARA COURT RIM=2520.69 INV OUT=2515.07 (W)
STATION=1+17.87 N. WILLOWSIDE AVE. INV IN=2514.25 (E)
RIM=2519.85 INV OUT=2514.15 (W)
INV IN 2513.12 (S)
INV IN 2513.32 (E) 207.79 LF 8"ASTM D-3034
INV OUT=2513.22 (N) SDR 35 PVC ® 0.40%
207.79 LF 8'ASTM D-3034 =::f
SDR 35 PVC ® 0.40%
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0+00 1 +00 2+00 3+00 4+00 5+0 505 SHEET NO:
Profiles