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/ INTERSECTION STA 10+00
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124 S.E.
/ S.E.
100
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ROW
EDGE S.E 100TH (N.
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PVI
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HIGH POINT ELEV = 407.65
HIGH POINT STA = 20+82.39
PVI STA = 20+59.54
PVI ELEV = 408.16
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12 " CPEP
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SEE _- ETAIL THIS
LOW POINT ELEV =
405.50
LOW POINT
STA
=
23+32.50
PVI STA =
23+39.16
PVI ELEV =
405.37
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LOW POINT ELEV = 399.93
LOW POINT STA = 15+50.49
PVI STA = 15+73.35
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CITY REDLINES
12+00 13+00 14+00 15+00 16+00 17+00
1NO.
REVISION
23+86.93
p A ®BUiLT CERTIFICATE
I HEREBY DECLARE THAT THE FOLLOWING CHECKED ITEMS
SHOWN HEREON ARE A RESULT OF A FIELD SURVEY
PERFORMED BY A REGISTERED LAND SURVEYOR
STORM DRAINAGE SANITARY SEWER IVATER SYSTEM
H TZ LOCATION ® HORZ LOCATION; � HORZ LOCATION
VT LOCATI N ® VERT LOCATION ® VERT LOCATION
0114ER
wMA1�L tJOle"D TbQ- 0►��of -
A4"'o, 34.
"P1AIv tt.o%*e&r-
'()NA L ti-N-
7-zo-9'f
EXPIRES 5-73-95
CITY OF' F2EN'TON
DEPARTMENT OF PUBLIC WORKS
ROAD & STORM PROFILES
HONEY CREEK RIDGE
,Dwc 1-7tvC DESIGNED: D WC DATE: 6- 7 - 94 FILE NAME:
WWJ D WC 4 DRAWN: WWJ
WWI/ D WC 4172194 CHECKED: WJ/DC SCALE: 7 "= 4 D' VERT. 7 "= 5'
BY APPR. DATE APPROVED: I SHEET: 72 OF: 45
DIRECTOR OF PUBLIC WORKS
-1160d-O /-4 G.
1