HomeMy WebLinkAboutS-216002STA: 4 +41.20 ELEV: 423.97
ROW EDGE / LOT 55
PVI STA = 3 +30
PVI ELEV = 417.30
80.00' VC I
0 0
11 1,
0
3
ID
CC
+ of 2:1 SLOPE PROPOSED 97TH PROFILE
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N LOW POINT ELEV = 402.83 G
+ LOW POINT STA = 1 +46.38
o
PVI STA = 1 +80 0 N w > p% EXISTING GROUND ,mss NOTE: SEE SHEET250F'/SFOR
SEWER PROFILE CONTINUATION
+ o PVI ELEV = 401.99 + ri
° CD - w 420 IN FROM SSMH 6
_._.----- - - -... ' -8' PVC ® 68ss°/
yP
cn ¢ I 100.00' VIC U w /
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M o m ----- --.__. - -- .8'PVC_�P._.��IH 5
+ 0 140 STA 9 +42
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w rn •• .. E
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w O�,a�jA STA 8 01 --- - --- ---- -- E �IN) 321.+
Ld OUT) 324.06
0 carR.c,v.
41 RIM 313,76
0 - --
J
>. 0 IE �OU J 369�T3 G 76
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SSMH
STA
25
RIM El-
+ 422.75
SEE DE RIPE ANCHORS as SHOWN J
SRO DETAIL ON SHEET 2A (SEWER NOTES)
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PIPE BETWEEN ANCHORS SHALL BE
RESTRAINED JOINT DUCRE IRON.
_-
400
�
SSMH 2
0
PROW DE CLAY CHECK DAMS ON 40 MAX,
Sp ACING CHECK DAMS TO EXTEND ONE FOOT
MINIM TO SURFACE AND BE
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STA 0+95 10
R
MIN 1'
LEARANCE
TBENCHOWIDTME
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INSTALL PERFORATED DRAIN
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EXISTING PAVEMENT
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SSMH 1A 48' MH
w
w w
w
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WITH SLIDE GATE
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STA
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s
SEE 01-78 /2Rr STA DETAIDETAIHEETr OF
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EXISTING PAVEMENT
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0 +00 1 +00
2 +00
3 +00 4 +00
5 +00
6 +00
7 +00 8 +00 9 +00
DEVIL'S ELBOW TO
S. E,
97TH
1 3
!4,5
2
PER C/TY REDLINES
WW✓
pWC 7
_ s �� ��� `.
F1\J''X�tEYL
:
1
PER CITY REDLINES
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DWC 4,
N0.
1 REVISION
BY I
aPPR.
4NOY H EOARE YRA RESULTDOFAA RI ODSUA�EYDIT[MB
PERPORMED BY A FlUUSTEREO LAND SURVEYOR
ITONM OWAIHAOE
SANITARYSO R WAT S TAI
NOR2 LOCATION HDRZLOCATION pQ HORZLOCAT1,;
UERTLaCATION NERTLOCATIOR U.VEflT LOOATIOi,
I?rsa.A..ewe> for.. Cppr.,�..Q
ACaTh&-
��A..
*v"l
5-7-itoo EXPIRES 5 -13 -95