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0 o Q w M.H. 25 2+10 17' LT. 3+67 27.5 LT. I.E. 8'' OUT 4442 134.85
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�. I . E . g 1, I N "-1- '�--13 6.49
U -- t L`b I.E. 12 " I N -116 ..-2S 116.28 I . E . 12" OUT 14.99 135.91
1 - I.E° 15" OUT WITH INLET 38 - 12" 30.54'
24" OIL SEPARATOR -1-15,3T-114.03 2+20 17' RT. - -- -
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GRATE 134.51 INLET 41-
100
CULVERT M.H. 24 INLET 31 : I . E . 811 OUT 139,46
�- 132.51 9.47 38' LT.
a. - 3+9_
0+30.5 5' LT. INLET 31 & 32 GRATE 107.46 8 22-'3 GRATE-149-140.77 -
12.5' 15 TOP 107.47 0+30.5 17' LT & R •I,E. 8" 105.26 I.E. 8" OUT 138.!G- 138.12 -
S=0.0352 I.E. 1511 IN444-�103.47GRATE _ INLET 32 $" 31.45'
" zT T ,9 --9 CRATE 107.32
8"SOUTH 103.47_-►.I . E . 2-8 -z- 8" 9Y
8"NORTH 104.17 I.E. 15" OUT WITH 8" 12' I.E. 8" 105.05
R 102 29 II -
--- -- - GRATE i 52.16- 152.80 M.H. 1 54 I . D
NEW PAVING TO I.-E--,_ 12"BOUT 149-.46-149,18 9+59.54 10' RT.
Lj -- - TOP-;49 55 149.87
SLOPE FROM CURB C;B•. 14' I.E: 24" IN 1�1�1, 143.67
LINE EACH SIDE .. 9+39.66 17' RT. I.E. 12" IN 44§:34-145.17.
INLET 30 TO INLET -
6+30 17' LT. j GRATE 1-148.97 I.E. 24" OUT WITH OIL
GRATE 143.07 140 I.E. 8" IN T, " 4&146.75 SEPARATOR, �313 143,47
I.E. 8'" OUT 1-a-41.99 \P 12" 21 'I.E. 12"1 IN & n1-IT 146. 145.4
8" 34' 141.12 5
C/L EXISTING
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- 1511101 GRADE - INLET 16
14
C.B. 29 S=0.188 I 9+39.66 17' LT:.
.6+30 17' RT. - - IS'' - - GRATE --' "�� 149.29
1mo73
- GRATE o- 142.96 130 63 I.E. 8" OUT 146.146.8
I.E. 8" IN 1-3.9--l-3-138. 1 INLET 35 .S,O 7 811 341
I . E . 12" OUT 89- GRATE i4l . 5 1:41. 75 p68s S I
138.87 .I.E. 8" OUT 138.45 -
M.H. 34 (OVER EXISTING 1'5" PIPE -
1�� ,_ ABANDON 15" PIPE SOUTH OF NEW MANHOLE 3 `
TOP 142.52 0'- -
__-___ I . E . 8" IN 136.57 - _ , _ - --_ �-It
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OUT 132.62
M.H. 33
110 1
TOP 138.80 - Li
OUT 15 IN 128.30
OUT 127.94 M.H. 25
OIL SEPARA1 8 22
EXISTING M.H.
TOP 147.98
I.E. 140.63
N� s°0. 0, �Fy\ \ 77 -C.B. 39 76 4/
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sTl�� C CORE REMOVE EXISTING CURB �
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4� INSTALL M.H.-34 /
NEW PAVING AROUND INLET \ 9�, IN�F OVER EXISTING 15" LINE o pRAIN EA EMENT
AND M.H. TO SLOPE FROM � \ 90� T STORM
4Al
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EXISTING CURB LINE LT. & RT. S, x, s,, 7S M.H. 26 C* x
TO DRAIN TO INLET 35 I0, °s 2+10 17' LT 2+23.5 5' LT..
/ GUT 3� o / /
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15' STORM DRAIN 78 Flo
EASEMENT M ' `_� n = 91 °30 ° 00" �1� X� Gk0.3� ' �� C ICI �� / �.
h! R = 130.00' G�� DO -Z 0 - 0,5 �� / / /
\�' \ L = 207.61 ' _, `00 N j / -INLET 41'
' T = 133.44' N .3x 3+99.47 38' LT.
- 00 \ 811 3 1 a 68 0 48° 6 00 67
0 ` o
35 -0.98 1`I1,�2� 90. L = 22 .8111
S S SIp�RgT F TORM \� \ Q 2 ,0 �'F.� U� DER `INLET 38 TIER I�,� �3' .`1'0°` o� o p 20 4+C. 138, 69 T = 12 .38'
T OR 2+20 17' RT, "� ,o`
MF 'Q97 o ox INLET 42 INLET 30
PggTCh' T 79 NT �L4,L0 4+82.85 17' LT. 6+30 17' LT.,
0 FXZSTIn,, O'`3p T 3I8"`I�' o o �"' -M.H.
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-INLET 32
0+30.5 17' RT
I.E. 102.20' "�'
_ J20� xS0
2411 -251-oo. FN C /S
24"x24"x 151, TEE o CUR\
2411. 35
24'`I8 F I0I OpF� O j�C TO FX jsr "
00 ITCh, Z, IG
T(, CONFO1a ° COt iiFR
1Cs r,Cj"., .1'. TiON REt ? 2/ S�Op F�YIS\ IS%x
lt1lJ fit`^n� ,. s G Sop
77
l L.L. ADDED CORNER CURB RADIUS AND UTILITY EASEMENTS 3-21-78 K•T,
qFV. NO. DRAWN BY REVI610N5 j DATE (APPROVAL
0
CaB,
4+82/28
85 171 RT.
5
12" 154.291
N.
MN. 100 SQ.FT.
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M.H. 2
11+20.5 5' RT 1 5 0
TOP466 9- 166.72 °
I . E . 12" IN -1-5�--1-2 157.22
I.E. 2-8 IN-16-46-158.42
- I.E. 24" IN & OUT 464 12 156.33
INLET 17
11+20 5 17'' RT. 140
GRATE 166;5� 166.11
- I.E. 8" OUT i64. z 163.74
811 12'
- INLET 18 -
11+57.52 17' LT. 1 3 0
GRATE 469.66 168.97
I.E. 8" OUT 167 ;-1,66.19
43.5'
120
150
E�Z j
24" 105' S=0.0227•
I
U 140
OUTFALL M.H. 1
8+90 90' RT.
STANDARD ALUMINUM APRON AT END -
I . E. 141-.88 141.60 \
L= '48°23 '00" I I I 1 S.30TH PL.
R = 315.00 0 INLET 18
57 T = 141.51' 'Q2 I I i 1 L® 11+57.52 17' LT-{
+
r
80, 11+00 0 3• 146.70, I2+
119• _ 00
? 15 �-
66 CO 0, 2 96 80,
�N 3NN �M.H. 1 54" I.
OR 24" OIL SEPARATOR
p0" / 9+59g54 10' RTfl
°
/o /
cp 21 25 c �39 (bob
LP 9
- cp 15' STORM DRAIN OUTFALL 10
EASEMENT 8+90 90' RT.
o / STANDARD ALUMINUM APRON T END
U.) f 9 MIN. 700 SQ. FT.
RIPRAP
C,B� 29
6+30 17' Tm
8
rn�
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7
72� 271,2p,
INLET 17 j M.H� 2
11+20<5 17' RT. 11+2005 51 Q.T.
R. S T,
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NOTES
NOTE: ON GUTTER
1•) PAVEMENT ELEVATIONS SHOT EVERY 50', DESIGN GRADES
INFORMATION
- MEANS CURB IS LOWER THAN DESIGN ELEVATION
CROSSED OUT & ACTUAL ELEVATIONS WERE DRAFTED ON
��sr>ra
F�sIONAI
Z►
PLAN.
'
�N�\
+ MEANS CURB IS HIGHER THAN DESIGN ELEVATION
2,) STORM GRATES & INVERTS WERE SHOT & DRAFTED ON
PLAN.
U
0
I JOB Nt
800-03
APPROVED BY: JOINT v ENT U R E S I N C. DATE SEPT. 1977
p ___ SCALE HT'=40',V:I"=10'
- rt APPB VICTORIA PARK 4 AI - JrJ "lam'
P t EN6 _ v :D
HARSTAD ASSOCIATES INC ROAD AND STORM DRAINAGE
1�77 _ ENGINEERS •PLANNERS SHEET
PLAN AND PROFILE OF 5:
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