HomeMy WebLinkAboutS-216005STA: 4 +41.20 ELEV: 423.97
ROW EDGE / LOT 55
DEVCS ELBOW TO S.E. 97TH
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r 6EH►1FIGA C I
SNORWN NN ?EO}RE,e4 RESULTDOF IELD SURVEY 1
pERFORMED SYA :eGISTERED LAND SURVEYOR TEM
STORM OR SANITARY SWR L
HORZLOCATION HOPZLOCATIL
.NOR? LOCATION L�, r E� LOCATION
8 VERT LOCATIOi,
l£RT LDCATION J�SI r
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S��NA � ECG x.11.
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1 - 1 All
R 18 1 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19
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PVI STA = 3 +30
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-- - - -- - - -- - -- - - % - - ---- - - - - -- --- - - - - -- --------
PVI ELEV = 417.30
NOTE:
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100.00' VC
V
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80.00' VC
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o m
0
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STA +24 8 R
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SEE DETAIL ON SHEET 26 (SEWER NOTES)
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PROPOSED 97TH PROFILE
5
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PIPE BETWEEN ANCHORS SHALL BE
RESTRAINED JOINT DUCTILE IRON.
------------------------
- - - - -- --
----- ____ --- _____ -------
140
LOW POINT ELEV = 402.83
STA 9 +42
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+ LOW POINT STA = 1 +46.38
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SSMH 22 0
EXISTING GROUND _�
NOTE: SEE SHEET250FYSFOR
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STA 0 +95 10ggR
RIM EL. 403A.6,
SEWER PROFILE CONTINUATION
+ o PVI ELEV = 401.99
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- - - - - -- - -
----- - - -- --- - - -- --
- - - -- - --
410 STA 8+01
RIM -344.44
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-- -- -- -- - - - - --
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DEVCS ELBOW TO S.E. 97TH
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r 6EH►1FIGA C I
SNORWN NN ?EO}RE,e4 RESULTDOF IELD SURVEY 1
pERFORMED SYA :eGISTERED LAND SURVEYOR TEM
STORM OR SANITARY SWR L
HORZLOCATION HOPZLOCATIL
.NOR? LOCATION L�, r E� LOCATION
8 VERT LOCATIOi,
l£RT LDCATION J�SI r
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S��NA � ECG x.11.
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1 - 1 All
R 18 1 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19
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-- - - -- - - -- - -- - - % - - ---- - - - - -- --- - - - - -- --------
-------- - - - - -- -- - - - - --
NOTE:
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100.00' VC
V
U
SSMH 25 p
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o m
m
e
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STA +24 8 R
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SEE DETAIL ON SHEET 26 (SEWER NOTES)
J
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5
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PIPE BETWEEN ANCHORS SHALL BE
RESTRAINED JOINT DUCTILE IRON.
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- - - - -- --
----- ____ --- _____ -------
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STA 9 +42
3 a 0
400
U()
RIM 3229 -16 331-S-2
SSMH 22 0
IE (IN 321.1
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RIM EL. 403A.6,
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- - - - - -- - -
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- - - -- - --
410 STA 8+01
RIM -344.44
313,316
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295
DEVCS ELBOW TO S.E. 97TH
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r 6EH►1FIGA C I
SNORWN NN ?EO}RE,e4 RESULTDOF IELD SURVEY 1
pERFORMED SYA :eGISTERED LAND SURVEYOR TEM
STORM OR SANITARY SWR L
HORZLOCATION HOPZLOCATIL
.NOR? LOCATION L�, r E� LOCATION
8 VERT LOCATIOi,
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-- - - -- - - -- - -- - - % - - ---- - - - - -- --- - - - - -- --------
-------- - - - - -- -- - - - - --
NOTE:
-2.09
SSMH 25 p
STA +24 8 R
RIM E A �1 7S
PROVIDE PIPE ANCHORS AS SHOWN
SEE DETAIL ON SHEET 26 (SEWER NOTES)
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IE (O T) 410.64
PIPE BETWEEN ANCHORS SHALL BE
RESTRAINED JOINT DUCTILE IRON.
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___ ____________ _ __ _____
----- ____ --- _____ -------
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400
U()
SSMH 22 0
PROVIDE CLAY CHECK DAMS ON 40' MAX.
MINIMUM BELOW PIPE TO SURFACE AND BE OT
STA 0 +95 10ggR
RIM EL. 403A.6,
MIN
1' LEARANCE
FULL TRENCH WDTH.
INSTALL PERFORATED DRAIN
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DATUM ELEV
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IE (IN) 211.05
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IE ® TIE IN - 194.67
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VERTICAL
S C A L
E: 1
10
WITH KOR- -SEAL B00
ATUM ELEV
93' -s" DI ®.5%
I.E.-195 PROPOSED 8• GRAM SEWER
IE ((OUT 195.82
165.00
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5 +00
6 +00 7 +00
8 +00 9 +00
DEVCS ELBOW TO S.E. 97TH
'Ll -
(A l 1 l f r Al I I I All I [A 1
19 18 17 16 15 14 13 12 11 10 9 8 7 6
r 6EH►1FIGA C I
SNORWN NN ?EO}RE,e4 RESULTDOF IELD SURVEY 1
pERFORMED SYA :eGISTERED LAND SURVEYOR TEM
STORM OR SANITARY SWR L
HORZLOCATION HOPZLOCATIL
.NOR? LOCATION L�, r E� LOCATION
8 VERT LOCATIOi,
l£RT LDCATION J�SI r
S
DCV! Dj
Dtv
IZtconiue+.>peo -om. "row.Q
•PIc,,.. 'IZi wear•
OPOfOviq'$ygsFi
�' •. a 28477
14*
S��NA � ECG x.11.
5 -21too EXPIRES 5 -113 -95
1 - 1 All
R 18 1 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19
® - (134 f k
-