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NOTES Co
1.) PAVEMENT ELEVA I IONZ) 3NU I LV LrtT Du , uL3.lu1i uRnuGJ
CROSSED OUT & ACTUAL ELEVATIONS WERE DRAFTED ON
PLAN.
2.) STORM GRATES & INVERTS WERE SHOT & DRAFTED ON
PLAN...
0� 9- S t4 APPROVED BY:
1 0� WAS
Z a ��1 77
ti Z PROJECT ENGINEER ATE
HARSTAD ASSOCIATES INC
E��STERF 0 ��/7( �7 ENGINEERS • PLANNERS
S7�NAL
25' V.C. _
co r N cr O U
+ O Q
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I C/L EXISTING GRADE-j
II
II 18" 46.76'
If
24" 125' -5=&--ee55-- s�p 0016355
M.H. 2 S-0.0053 M.H. 4 -
-- - 1+66.76 5L7.
M.H. 3 i-- TOP A63.86
1+20 5' LT.
- - I.E. 15" IN 7 158.32
-
TOP 2.2" 162.89 - I.E. 12" IN !S8.92 158.67
I.E. 18" IN !S�-91 157.34 I.E. 18" OUT WITH OIL
I . E . 2•-8" IN .14 158.84 SEPARATOR i 58.86
I . E . 24" OUT 156.8-1- 156.99 15-7. 97
77717
INLET546 & 47 -- -
1+20 15' LT & RT.
GRATE 161.99��P�
I.E. 8" G IT '169 69
8 20 ' 190
r5 . ,L�
LNce7 46` 162.05 TOP C.B. 13 (ON EXISTING 15" PIPE
I • E. 8"-1.59.16 INVERT --- -?� REMOVE PORTION WEST) T--- --
_ G;, GRATE 287--6- 207.50
yy�r 4?1 1!�62.39 TOP � - I.E. EXIST. 15" IN z9�:9� ISO
I.E. 8 159.99 INVERT I.E. 15'' OUT 284.88 205.20
_ - - 205.15
C.B. 12 `
GRATE i- 9-.9 179,64
I.E. 15" IN & OUT i-4.56 175.29
T.E. 15" OUT 175.19
p. TO EXISTING
M.H.
/ MORRIS
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AVE°
EXISTING 15 ON,
G.B. 13-�'-EXISTING
15" RCP
1 T
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C.B. 12 \
CENTERED BETWEEN \
LOT CORNERS
JOINT VENTURES INC. JDAATETE �EPT.13
=PT. 1977
SCALE H "40 ',V; I" =10'
DRAWING B.F, .C.L.
VICTORIA PARK 4 CHECKED ..__-.__.
ROAD AND STORM DRAINAGE
PLAN AND PROFILE SHEET C
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OF _-. ---------
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