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2" BLOW —OFF ASSEMBLY
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DATUM ELEV
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PVI ELEV = 398.35
LOW POINT ELEV = 394.15
LOW POINT STA = 3+03.44
PVI STA = 2+85.95
PVI ELEV = 393.21
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w PVI ELEV 399.48 LOW POINT ELEV = 393.91
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PVI ELEV = 396.48
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COURT SEE PLAN SHEET 32 of 45
2" BLOW —OFF ASSEMBLY
WITH 8" CAP
SEE DETAIL SHEET OF
PVI STA = 1 +60 LOW POINT ELEV = 402.14
PVI ELEV = 401.51 LOW POINT STA = 1 +36.67
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SEE PLAN SHEET 31 f 45
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�{ I�a,r• 12e�xw�
DEPARTMENT OF PUBLIC WORKS
2 PER CITY REDLINES
J PER Cl TY REDLINES
NO. REVISION
T
WATER PROFILES
HONEY CREEK RIDGE
DESIGNED: D WC DATE: 6 — J — 9 4 FILE NAME:
DRAWN: WWJ
4/J2194 CHECKED: WJ/DC SCALE: J "=4d' verzr. J "=5'
BY APPR. DATE APPROVED: SHEET: 37 OF: `lS
DIRECTOR OF PUBLIC WORKS