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)E=214.33 IN
15' WIDE PUBLIC SEWER EASEMENT IN S
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IE=214.2J (8- DI OUT . . . . . . . . . . . . .
X. E)
SS MH#3, TYPE 1-48"
EX 12' WIDE STA. 48+35.81, 17.13' RT SS MH#1 1, TYPE 1-48"
GRAVEL RD
P 7**
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6" CLEANOUT
PER STD. PLAN
RIM=279.36
IE=272.61
X 19"T-T. MIN.-.
SEPE�R R ATION BETWE
SEWER A, ND,WATE
STA. 39+04.38, 5 RT
IE=222.28 (8 RIM=252 4 I
IE=222.05 (8" OUT) /E =241. 06 (8" IN SE)
IE=240.95 (8* OUT SW)
4" DI SEWER FORCEMAIN SS MH#4, TYPE 1-48')
3' MIN. COVER STA. 48+82.00, 9.0 LT IE=241.15 (6" IN NE)
RIM=234.50 SS MH#12, TYPE 1-54"
IN S)
IE=224.16 (8 STA. 40+91.24, 5' RT
1E =223 (8- OUT W)
E=2 RIM=247.40
/ \
IE=241.78 OUT NW)
SS MH#5, TYPE 1-48" IN SE)
EX EDGE 0 IE=242.64 (6
Playground easement STA. 50+87.38, 5.0' LT
Rec. No. 6399529. ALONG ROAD C SS MH#13, TYPE 1-48"
RIM=24
6.56 - OUT N) STA. 34+58.54, 5.04' RT
IE=23J. 7 9 (4 RIM-269.00
IE=233.90 (8» IN W) IE=260.01 (8- IN SIC)
1E =23389 (8 IN S) 1E =259.87 (8- OUT E)
IE=233.8 2 (8 IN E)
SS MH#6, TYPE 1-48" SS MH#1 4, TYPE I -48"
EX BASKETBALL STA. 33+83.87, 3.99' LT
STA. 37+10.63, 5' RT
HOOP RIM=275.70
RIM=251.35 - IN W
IE=266.87 (8
#4 If
0=239.89 IE=266.78 (8* IN SW)
IE=239.80 (8- 1Af S) - our NE
iE=266.6i (a
1E=239.75 (8 " IN E)
EX ASPHALT COURT IE=239.67 (8- OUT N)
SSMH#15, TYPE 1-48"
0'--LF 6" DI
SS MH#7, T-" STA. 8+91.05, 7.8' LT.
0 6-.•25% YPE 148
STA. 54+73.94, 8.90' LT ALONG HARRINGTON DR.
RIM=253.51 RIM=271.43 -IN If
fiV S
IE=242.93 (8 IE=262.0 (8
OUT E)
EX 217 LF 15" OUT IE=262.45 (8
IE=242.81 (8
"JxFL @ 2.33%
1_4" X 46 BEND (MJxFL
T-47-.6' INCREASE (FLxMJ -48" -48"
SS MH#8, TYPE I SSMH#16, TYPE 1
Play equipment
CONC. THNST BLOCKING STA. 55+76.14, 5.0' LT STA. 64+57.88, 3.85' RT.
IE=255.25 EX =S2S 70H RIM=25212 RIM=275.81
-
RIM M38 IE=243.63 IN E&W) IE=265.38 (0/A W)
OUT N) IE=265.
E 22 (80 OUT E)
E 0' PUBLIC YK IE=261.54 '(1-5. IE=24J.51 (8
X "I SS MH#9, TYPE 1-54" SSMH#17, TYPE 1-48"
STA. 31+25.00, 5.0' RT STA. 62+52.76, 3.3
RIM=252.31 RIM=275.30
IE=245.27 (6- IN N) IE=266.85
IE=244.94 (8* OUT W) ti=266.7j (8,, our E)
N \\ SS MH#10, TYPE 1-48" SS MH#19, TYPE 1-48"
(8 11V S)
4' RT.
6 (15.S�
'EASEMENT -.�(NEW
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STA. 25+75.00, 5.0' RT STA. 71+15, 5.0' RT
....... .......... RIM=267.52 RIM=248.47
I�F=260. 11 IN N) IE=239.70 (6* 11V S)
......... IE=239.69 (8 - OUT W)
ii=259.92 (8 our E
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IE=222.05 (8" OUT) /E =241. 06 (8" IN SE)
IE=240.95 (8* OUT SW)
4" DI SEWER FORCEMAIN SS MH#4, TYPE 1-48')
3' MIN. COVER STA. 48+82.00, 9.0 LT IE=241.15 (6" IN NE)
RIM=234.50 SS MH#12, TYPE 1-54"
IN S)
IE=224.16 (8 STA. 40+91.24, 5' RT
1E =223 (8- OUT W)
E=2 RIM=247.40
/ \
IE=241.78 OUT NW)
SS MH#5, TYPE 1-48" IN SE)
EX EDGE 0 IE=242.64 (6
Playground easement STA. 50+87.38, 5.0' LT
Rec. No. 6399529. ALONG ROAD C SS MH#13, TYPE 1-48"
RIM=24
6.56 - OUT N) STA. 34+58.54, 5.04' RT
IE=23J. 7 9 (4 RIM-269.00
IE=233.90 (8» IN W) IE=260.01 (8- IN SIC)
1E =23389 (8 IN S) 1E =259.87 (8- OUT E)
IE=233.8 2 (8 IN E)
SS MH#6, TYPE 1-48" SS MH#1 4, TYPE I -48"
EX BASKETBALL STA. 33+83.87, 3.99' LT
STA. 37+10.63, 5' RT
HOOP RIM=275.70
RIM=251.35 - IN W
IE=266.87 (8
#4 If
0=239.89 IE=266.78 (8* IN SW)
IE=239.80 (8- 1Af S) - our NE
iE=266.6i (a
1E=239.75 (8 " IN E)
EX ASPHALT COURT IE=239.67 (8- OUT N)
SSMH#15, TYPE 1-48"
0'--LF 6" DI
SS MH#7, T-" STA. 8+91.05, 7.8' LT.
0 6-.•25% YPE 148
STA. 54+73.94, 8.90' LT ALONG HARRINGTON DR.
RIM=253.51 RIM=271.43 -IN If
fiV S
IE=242.93 (8 IE=262.0 (8
OUT E)
EX 217 LF 15" OUT IE=262.45 (8
IE=242.81 (8
"JxFL @ 2.33%
1_4" X 46 BEND (MJxFL
T-47-.6' INCREASE (FLxMJ -48" -48"
SS MH#8, TYPE I SSMH#16, TYPE 1
Play equipment
CONC. THNST BLOCKING STA. 55+76.14, 5.0' LT STA. 64+57.88, 3.85' RT.
IE=255.25 EX =S2S 70H RIM=25212 RIM=275.81
-
RIM M38 IE=243.63 IN E&W) IE=265.38 (0/A W)
OUT N) IE=265.
E 22 (80 OUT E)
E 0' PUBLIC YK IE=261.54 '(1-5. IE=24J.51 (8
X "I SS MH#9, TYPE 1-54" SSMH#17, TYPE 1-48"
STA. 31+25.00, 5.0' RT STA. 62+52.76, 3.3
RIM=252.31 RIM=275.30
IE=245.27 (6- IN N) IE=266.85
IE=244.94 (8* OUT W) ti=266.7j (8,, our E)
N \\ SS MH#10, TYPE 1-48" SS MH#19, TYPE 1-48"
(8 11V S)
4' RT.
6 (15.S�
'EASEMENT -.�(NEW
SEWER ..EMENT NEW'*1E=262.2j' W. W)
STA. 25+75.00, 5.0' RT STA. 71+15, 5.0' RT
....... .......... RIM=267.52 RIM=248.47
I�F=260. 11 IN N) IE=239.70 (6* 11V S)
......... IE=239.69 (8 - OUT W)
ii=259.92 (8 our E
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