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LOW POINT ELEV
= 393.00
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LOW POINT STA
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PVI STA =
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CD
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PVI ELEV =
392.81
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DATUM ELEV
375.00
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- --- - -- t ---- -- -------- --I - --- ----- ------------F ----- 3 380
2;s T"-
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PVI STA = 3+20.405
PVI ELEV = 334.86
�-- 100.0' VC --♦
4+00 3+00
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PVI ELEV = 355.06
I PVI STA = 1 +65
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LOW POINT ELEV = 386.16 r? O
LOW POINT STA = 1 +31.24 0 +
PVI STA = 1 +30 + CD
PVI ELEV = 386.02 Q
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DATUM ELEV
375.00
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n w HIGH POINT ELEV = 399.89
5' HIGH ROCKERY WITH 6:1 BATTER 3: HIGH POINT STA = 2+07.87
SEE DETAIL SHEET of `Y' LOW POINT ELEV = 395.74 PVI STA = 2+13.58
LOW POINT STA = 3+57.38 PVI ELEV = 400.57
w PVI STA = 3+51.66 I 80.00, vt 1
<t PVI ELEV = 395 05
LOW POINT ELEV = 398.31
LOW POINT STA = 1 +26
PVI STA = 1 +30
PVI ELEV = 398.07
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BUlt T C&,,-- RTIr u1i
t i4FNE'SY UECLARE T4AT tHE FOLLGVV-4G CHECKED i FMS
SHOWN HEREON ARE A RESCILT OF A FIELD SURVEY
PERFORMF-.D Y A F4EGlSTERED L4NO SURVEYOR
DRAINAGE SANITARY SEWER WATEARYSTEM
Lim ivn LOCATION �+(1�z LO�;a�►i�Iv
rlAT LOCIXION PERT I_0CATi4k VERT LOCATION
QATLZ
9* WATER 45 PE 1)
--------STA--3+ 16--LT---------- ---- --CB -<M- (TYPE _ - E3 0
GR. EL.= 39.5.2 STA2+25 16 R
ST 1 +26 26 T
INV. 392.09 GR. EL.= 399.4 GR EL.= 397 62
T SEWER INV 391.43 IN
3 9/, O 9 CiN� ur> 3 90.• (Z-N, a uT)
CB44 TPE1
STA 3+57
16 T
GR. EL.=
3 95
N V.
3 9/ 86 IN
3 9i• 91 0 v
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MCA
4+00 3+00
(--" 0 U R T ��-
DATU
OPoFo` 'q SH SF`
d ELEV
00M
389.00
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O
00
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CA O
CO
�. 9 2847
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7-
2+
00
1 +
00
EXPIRES 5— 13— 95
DATUM ELEV C7C'TY CIF' RENT®N
31 5. 00 � r
114 Q/yg aN C , DEPARTMENT OF PUBLIC WORKS
SEE PLAN SHEET
Z I ( of 45 ROAD & STORM PROFILES
'400 HONEY CREEK RIDGE
3 A 5 QUlL. % ,owc � % ZP-/ Ss DESIGNED: D WC DATE: 6- t - 94 FILE NAME:
2 PER CITY REDLINES WWJ D WC 7-20- 94 DRAWN: WWJ _
t PER CITY REDLINES WWJ DWC 4172194 cHECICE "`WJ/DC SCALE: 1 "=4D' uE,zr. t" 5'
NO. REVISION BY APPR. DATE APPRO D: E SHEET: 1 D OF: 45
DIRECTOR OF PUBIC S
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