HomeMy WebLinkAboutWTR2702160.9NTERSECTION STA: 11 +43.0 (1 +00)
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PVI ELEV = 342.41
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INTERSECTION STA: 13+94.5 (1+00) > m
PVI STA = 13+50 Un 0°
\rE EV = 387.41 + arno'---. -- --- --
230. ' VC
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15+00 16+00 17+00 18+00 19+00
PVI STA = 18+76.25
PVI ELEV = 395.30
100.0' VC
~� DIV.BOUNDARY STA: 20+91.65
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N (D INTERSECTION STA: 19+90.72 (1+00)
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INTERSECTION STA: 22+21.60X10+00)
100TH S.E./ 122ND COURT S.E. N � r • NE
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INTERSECTION STA: 17+50 (1+00) 00 o U
EX
1 w UNE -------------------- - ------ - - ----
l;; > 8 ATER
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m `' 3' MIN CO 8x8 GATE VALVE
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8x8x8 TEE WITH GATE VALVE
!� 18" MIN. SOARATION
F•1.j 12" SD
+�I 8x x8 TEE WITH GATE VALVE
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400
390
DATUM ELEV
380
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DATUM ELEV
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20+00 21 +00
2 PER CITY REDLINES
1 PER CI T'Y REDLINES
wr#q 47 _2?16
NO. 3 REVISION
1r
EXPIRES 5— 13— 95
LO
n
CD rrC I 'T Y ® F' Fz E N 'T <D N
d- 0 DEPARTMENT OF PUBLIC WORKS
WA TER PROFILES
HONEY CREEK RIDGE
DESIGNED: D WC DATE: 6— 1— 94 I FILE NAME:
WWJ D WC 7-20— 94 DRAWN: WWJ
WWJ D WC 4/12/94 LITCKED: WJ/DC SCALE: 1 "= 4c�' ✓ERT. 1 "— 5'
BY APPR. DATE APPROVED: SHEET: 35 OF: 45
DIRECTOR OF PUBLIC ',WORKS