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" STA 40 +29.09 RT 6.46
28 [INSTALLED NTH SW 27TH RIM =24.1:
STA 1 +02.05 LT 5.07 12" IE IN (W) =13.72
RIM =24.3: 8" IE IN (E) =14.05 (SEE LINE Al)
12" IE OUT (N) =12.6± 12" IE OUT (N) =13.72
24 `I -- --I
201
161
12
10
211 LF -12� PVC
(PUBUC)
S= 0.0053
FINISHED GRADE
OVER CENTERLINE
OF PIPE
28
SSMH
(SEE SANITARY LINE A)
24
zo
112" w
1s
65 LF -B •PVC
Sw0.0074
28
COTG
IM =23.21
2" IE OUT (E) =14.55
24
EXISTING GRADE
OVER CENTERLINE
200E PIPE
'16
5o LF -12" PVC
S= 0.0166
12 (PUBLIC) 12
SANTARY LIVE Al
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
NOTES:
0- 55MH JZ EXISTING GRADE
STA 40 +88.09 LT 4.86 OVER CENTERLINE
RIM =24.0± OF PIPE
6" IE IN (N) =14.70 (SEE ar A2)
8" IE IN (S) =14.53
8" IE OUT (W) =14.53
FINISHED GRADE
OVER CENTERLINE
8" SD OF PIPE
CONNECT 4" SS FROM
SCREENING BUILDING
243 LF_8 85 VC
=0- 00
1. FOR DATUM, SEE SHEET C001.
2. FINISHED GRADE OVER CENTERLINE OF PIPE SHOWN FOR REFERENCE ONLY,
SEE SHEETS C500 AND C501.
3. STATION /OFFSETS ARE TO CENTER OF STRUCTURE. SEE SHEET'S C300
AND C301 FOR CENTERLINE.
4. LENGTHS ARE TO CENTER OF STRUCTURE.
5. FOR HYDRAULIC BOLLARD DRAINLINES, SEE SHEET C600.
SANTA$ MAIN LINE A
, HORIZON- AL SCALE: 1"=40'
VERTIC -L SCALE: 1"=4'
STA 43 +34.28 LT 5.07
RIM =24.0±
8" IE OUT (N) =16.58
225 PVC
S=
FINISHED GRADE EXISTING GRADE
OVER ;ENITERLINE OVER CENTERLINE
OF PIPE OF PIPE
28 28
CONNECT TO
SSMH #2 GUARD POST
(SEE SANITAR' ILIINE A) '� �. STA 10 +83.19 LT 7.39
SS IE =22.00
24 24
RECOMMENDED FOR APPR
By a 4tlZ L"20" [V- 414& 4 Date:
By Date:
By
BY
ROLL
.2 0.,42
Date:
Date:
ON
20 20
�G
'1 IE =18.00
16 ,0 .5br 16
0 0 ��
S
12 12
SANITARY LIVE A2
HORIZONTAL SCALE: 1 " =40"
VERTICAL SCALE: 1"=4'
4.. e
S� 5
16 LF -6" PVC
S= 0.0062
28
COTG 02
STA 45 +72.74 L•
RIM =24.3:
8" IE OUT (N) =17.
24
COTG #3
STA 45 +69.&
RIM-24.5±
6" IE OUT (E)
20
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12
10
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