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PP-21
� Concept Improvements = Street N & Street o 0 30' 60'
Horizontal Scale: 1" = 30'
2555 2555
SEWER LINE - N-02: Sta. 1 +50 - 9+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
PROPOSED GRADE AT CENTERLINE
2550 2550
EXISTING GROUND AT CENTERLINE
2545 2545
Q
134-LF OF 8-IN PVC AT 0.60% mmi
SSMH-46
288-LF OF 8-IN PVC AT 0.45%
48-IN MH PER ISPWC SD-501
2540 STA: 8+79.11, 0.00' SSMH-47
2540 =
RIM: 2547.99± 48-IN MH PER ISPWC SD-501
257-LF OF 8-IN PVC AT 0.45%
DEPTH: 5.79' STA: 7+44.99, 0.00' 250-LF OF 8-IN PVC AT 0.45%
IE OUT: 2542.19, 8-IN PVC (E) RIM: 2548.62± SSMH-48 cc
DEPTH: 7.33 48-IN MH PER ISPWC SD-501
IE IN: 2541.39, 8-IN PVC (W) STA:4+56.63, 0.00, SSMH-49 O
IE OUT: 2541.29, 8-IN PVC (N) RIM: 2548.92± •
DEPTH:9.02 48-IN MH PER ISPWC SD-501
STA: 2+00, 0.00' CA
IE IN: 2540.00, 8-IN PVC (S) RIM: 2547.83±
2535 IE OUT: 2539.90, 8-IN PVC (N) DEPTH: 9.19 2535 y
IE IN: 2538.74, 8-IN PVC (S)
IE IN: 2538.74, 8-IN PVC (N)
IE OUT: 2538.64, 8-IN PVC (E)
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION CAO
AT CENTERLINE AT CENTERLINE
2530 2530 � o CO
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Revisions 10
1. AGENCY COMMENTS-08.22.2024
AL
568
, 08/22/2024 0
�T E OF
\OP
W.G
Project No.: 123200
Date of Issuance: 05.17.2024
E
Project Milestone: Preliminary Plat
E
Sewer Plan & Profile
E Street N (South) &
Street 0
PP=22