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SSMH #1 PROP. TYPE 2-48 -
STA 1 +20.93 3.42' LT (ACCES'
STA 14+64.0 4.11LT (N. 32NI
RIM = 208.6±
IE 8" IN, OUT (E,W) 199.1±
IE 8- IN (S)) 199.0±
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SSMH #1 PROP. TYPE 2-48 -
STA 1 +20.93 3.42' LT (ACCES'
STA 14+64.0 4.11LT (N. 32NI
RIM = 208.6±
IE 8" IN, OUT (E,W) 199.1±
IE 8- IN (S)) 199.0±
W WIp - ='7- is"o
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RIM EL= 209.07
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SSMH #1 PROP. TYPE 2-48 -
STA 1 +20.93 3.42' LT (ACCES'
STA 14+64.0 4.11LT (N. 32NI
RIM = 208.6±
IE 8" IN, OUT (E,W) 199.1±
IE 8- IN (S)) 199.0±
W WIp - ='7- is"o
205 - -
TER
,367 COVER
200-- .... - -
129.1
DAYUM ELEV
195.00
M
0
LOW POINT ELEV = 207.58
LOW POINT STA = 1 +92.33
PVI STA = 2 +00
PM ELEV = 207.26
A.D. = 5.77
K =8.67
50.00' VC
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N
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PVI STA = 3 +00 J
PVI ELEV = 211.03 m ro o- ro i- co
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A.D. = 8.23 "5 M6 w V• O� M
o K =6.07 M+ +LL+
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N 2
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-- - - - - -- - - - .- -- - -- -- -I 210
3379
P SSMH #3 PROP. TYPE 2
STA 3 +68.38 3.42' LT
J RIM EL= 218.5±
- - -- J - - -- 2051E 8" OUT (N) = 211.73
-- -- - - - - -- Ui -- ._...- 1 - - - -- --
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-- - -- - - - - -L 200
LOTS 3 & 6 ISSS
STA 3 +07
EXIST CL ELEV PROP CL ELEV �� AlIh Aft
RW 41L
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205 - -
TER
,367 COVER
200-- .... - -
129.1
DAYUM ELEV
195.00
M
0
LOW POINT ELEV = 207.58
LOW POINT STA = 1 +92.33
PVI STA = 2 +00
PM ELEV = 207.26
A.D. = 5.77
K =8.67
50.00' VC
Lo O
n N IN
+ ^O N O
N
N
N
w
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u7
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PVI STA = 3 +00 J
PVI ELEV = 211.03 m ro o- ro i- co
n 0rl) 0V)
A.D. = 8.23 "5 M6 w V• O� M
o K =6.07 M+ +LL+
W Q n� M 0 M
0
< � I 50.00' VC I oQ OQ p�
('7 J J In (n Ll (n
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D_ CA N - - - - -' 220
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N 2
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N p (5 +
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-- - - - - -- - - - .- -- - -- -- -I 210
3379
P SSMH #3 PROP. TYPE 2
STA 3 +68.38 3.42' LT
J RIM EL= 218.5±
- - -- J - - -- 2051E 8" OUT (N) = 211.73
-- -- - - - - -- Ui -- ._...- 1 - - - -- --
j
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-- - -- - - - - -L 200
LOTS 3 & 6 ISSS
STA 3 +07
EXIST CL ELEV PROP CL ELEV �� AlIh Aft
RW 41L
co LOT ° 1 SSS
N
d
d rn
d N
M
N
0
ro
STA 2 ,
RIM EL= 209.07
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N N
N
+21
N N
N
N N
N
1 +00
SANITARY SEWER PROFILE NOTES:
1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
2. CONTRACTOR TO MAINTAIN A 0.5' MIN. CLEARANCE BETWEEN THE SEWER STUBS AND
THE WATER LINE, THE STORM WATER QUALITY FACILITY AND THE STORM LINE.
ROLL # 168
2 +00
\ 3 +00
\ SSMH #2 PROP. TYPE 2 -48"
STA 2 +50 3.42' LT
RIM EL= 209.07
LOTS 2 & 7 SSS
IE 8" IN (S = 200.45
STA 2 +40
IE 8" OUT N) = 200.35
ACCESS EASEMENT PROFILE
SCALE: 1"=20' HORIZ
1"=5' VERTZ
GRAPHIC SCALE
20 0 10 10 40 e0
( IN FEET )
1 inch - 20 tL
�pV \D W. C9
AVOID CUTTING UNDERGROUND NOTE: • °f ���� %SF�
UTILITY LINES ITS COSTLY • �•
RECOMMENDED •< c'
Ca I I EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. FOR APPROVAL
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE.
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - ,4
befOre you GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO BY '9f� /STEF7�;•• ��
DY REPRESENTATION ENGINEEREA SUMS NEXISTING SPONSIBILITY FOR UTILITIES �SS�ONAL••ENC\�
iNOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION QG
• CALL BEFORE YOU DIG: 1- 800 - 424 -5555 BY
UNDERGROUND SERVICE (USA) EXPIRES 5 -13 -01
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2,r l o Z SC "YNEG OCT 4 Zuu_ $