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PP-22 -
Concept Improvements W. Viso St. � �- Concept Improvements = Street N (North)
� 0 30 60' � 0 30' 60'
Horizontal Scale: 1" = 30' Horizontal Scale: 1" = 30'
2555 2555 2555 2555
SEWER LINE - VISO: Sta. 1 +00 - 4+50 SEWER LINE - N-01: Sta. 1 +50 - 7+00
HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3'
PROPOSED GRADE AT CENTERLINE
EXISTING GROUND AT CENTERLINE
2550 2550 2550 PROPOSED GRADE AT CENTERLINE 2550
------- ----. EXISTING GROUND AT CENTERLINE
--------- -- ------- ---- --- ---- -------- -------- --- ---- ----- --- ------- -------- -
2545 2545 2545 2545
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23-LF OF 8-IN PVC AT 0.45% °
37-LF OF 8-IN PVC AT 0.45% 73-LF OF 8-IN PVC AT 0.6 /°
2540 2540 2540 145-LF OF 8-IN PVC AT 0.45010 O
2540 =
SSMH-55
250-LF OF 8-IN PVC AT 0.45% SSMH-54 48-IN MH PER ISPWC SD-501
O 257-LF OF 8-IN PVC AT 0.45% cc SSMH 53 48-IN MH PER ISPWC SD-501 STA: 6+68.36, 0.00'
120-LF OF 8-IN PVC AT 0.45% 48-IN MH PER ISPWC SD-501 STA: 5+95.29, 0.00' RIM:2547.91±
SSMH-50 STA: 4+50.31, 0.00' RIM:2547.75± DEPTH: 6.75' O
33-LF OF 8-I PVC AT 0.53% RIM:2547.98± DEPTH: 7.13' IE OUT: 2541.16, 8-IN PVC (S) ■�
SSMH-50 SSMH-51
48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501
DEPTH: 8.12'
EX SSMH-02 STA: 2+00, 0.00, IE IN: 2540.72, 8-IN PVC N
STA: 2+00, 0.00' STA: 3+57.56, 0.00' SSMH-52 ( ) y
EXISTING SS MANHOLE RIM: 2547.82± IE IN: 2539.97, 8-IN PVC (N)
RIM: 2547.82± RIM: 2547.61± 48-IN MH PER ISPWC SD-501 � IE OUT:2540.62, 8-IN PVC (S) ■�
2535 DEPTH: 9.18' DEPTH: 9.17' STA: 2+37.41, 0.00' STA: 2+00, 0.00 2535 2535 DEPTH:9.18 IE OUT: 2539.87, 8-IN PVC (S) 2535
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RIM:2549.55±
IE IN: 2538.54, 8-IN PVC (W) RIM:2549.11± IE IN: 2538.74, 8-IN PVC (S) ■�
IE IN: 2538.74,8-IN PVC (S) DEPTH: 11.31' DEPTH: 12.02' IE IN: 2538.74, 8-IN PVC (N)
IE IN: 2538.74, 8-IN PVC (N) IE OUT: 2538.44, 8-IN PVC (E) IE IN: 2537.63, 8-IN PVC (W) ( )
IE OUT: 2538.64, 8-IN PVC E
IE OUT: 2538.64,8-IN PVC (E) IE U 2537.90, 8 -I PVC ((E) IE OUT: 2537.53,8-IN PVC (E)
IE OUT: 2537.80, 8-IN PVC (E)
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EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION ti
AT CENTERLINE AT CENTERLINE AT CENTERLINE AT CENTERLINE c
2525 2525 2525 2525
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� L �) LO W) W) LO W) LO LO LO LO LO ,�)11:31 11) u) ,�) 11) �, 1. AGENCY COMMENTS-08.22.2024
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
2. P&Z COMMENTS- 11.19.2024
4+50 4+00 3+00 2+00 1+00 1+50 2+00 3+00 4+00 5+00 6+00 7+00
$ZONAL E
568
1 1/1 9/2024 0
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Project No.: 123200
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Date of Issuance: 5.17.2024
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Project Milestone: Preliminary Plat
Sewer Plan & Profile
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W. Viso St. & Street N
E (North)
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PP=21