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Concept Improvements = Street M ° 30' 60' Concept Improvements = Street M ° 30' 60'
Horizontal Scale: 1" = 30' Horizontal Scale: 1" = 30'
2550 2550 2550 2550
SEWER LINE - M-01: Sta. 1 +50 - 5+50 SEWER LINE - M-02: Sta. 1 +50 - 6+50
HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3'
PROPOSED GRADE AT CENTERLINE PROPOSED GRADE AT CENTERLINE
---------------
2545 ____ � r__— —————— � 2545 2545 2545
EXISTING GROUND AT CENTERLINE EXISTING GROUND AT CENTERLINE
2540 2540 2540 2540
74-LF OF 8-IN PVC AT 0.60% 400-LF OF 8-IN PVC AT 0.60%
128-LF OF 8-IN PVC AT 0.45% SSMH-22
SSMH-21
115-LF OF 8-IN PVC AT 0.45% I 115-LF OF 8-IN PVC AT 0.45% O 48-IN MH PER ISPWC SD-501
48-IN MH PER ISPWC SD-501 SSMH-20 400-LF OF 8-IN PVC AT 0.60°°
STA: 6+01, 0.00,
2535 STA: 5+17.08, 0.00' 48-IN MH PER ISPWC SD-501 2535 2535 RIM: 2547.09± 2535
RIM: 2544.90± STA: 4+42.66, 0.00' SSMH-19
DEPTH: 9.05
DEPTH:7.52' RIM: 2545.20± 48-IN MH PER ISPWC SD-501 SSMH-18
IE OUT: 2537.38, 8-IN PVC (E) DEPTH: 8.36' STA: 3+14.50, 0.00' SSMH-18 48-IN MH PER ISPWC SD-501 IE OUT: 2538.04, 8 IN PVC (W)
48-IN MH PER ISPWC SD-501 STA:5+51
IE IN: 2536.93, 8-IN PVC (W) RIM: 2545.98± STA: 5+51.47, 0,00, RIM: 2545.91+0.00'
IE OUT: 2536.83, 8-IN PVC (E) DEPTH: 9.83 RIM: 2545.91± DEPTH: 10.37' O
IE IN: 2536.26, 8-IN PVC (W) DEPTH: 10.37 IE IN: 2535.64, 8-IN PVC (W) ■�
IE OUT: 2536.16, 8-IN PVC (E) IE IN: 2535.64, 8-IN PVC (W) IE IN: 2535.64, 8-IN PVC (E) CA
IE IN: 2535.64, 8-IN PVC (E) IE OUT: 2535.54, 8-IN PVC (N) ■�
IE OUT: 2535.54, 8-IN PVC (N)
2530 2530 2530 2530 cc
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION y
AT CENTERLINE AT CENTERLINE AT CENTERLINE AT CENTERLINE
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Revisions 10
1. AGENCY COMMENTS-08.22.2024
AL
568
, 08/22/2024 0
�T E OF
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W.G
Project No.: 123200
Date of Issuance: 05.17.2024
E
Project Milestone: Preliminary Plat
E
Sewer Plan & Profile
E Street M
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