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\, Concept Improvements — Street E (North)\,\�
0 30' 60'
Concept Improvements = Street E (South) Horizontal Scale: i" - 30'
Horizontal Scale: 1" = 30,
2550 2550 2550 2550
SEWER LINE - E-01: Sta. 1 +50 - 6+00 SEWER LINE - E-02: Sta. 1 +50 - 5+00
HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3' J VERTICAL SCALE: 1" = 3'
PROPOSED GRADE AT CENTERLINE PROPOSED GRADE AT CENTERLINE
EXISTING GROUND AT CENTERLINE EXISTING GROUND AT CENTERLINE
2545 2545 2545 ——�� \ 2545
---- ———————— ---------- ----------------- ---- ---- -- —————————— ---
2540 2540 2540 2540
2535 2535 2535 2535
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338-LF OF 8 IN PVC AT 0.60% 233-LF OF 8-IN PVC AT 0,60% 2530 2530 SSMH-34 ° 2530 2530
48-IN MH PER ISPWC SD-501 1233-LF OF 8-IN PVC AT 0.60/° 338-LF OF 8-IN PVC AT 0.60% I
SSMH-35
STA: 5+37.94, 0.00'
48-IN MH PER ISPWC SD-501
RIM: 2544.54±
STA:4+33.21, 0.00
DEPTH: 13.56'
SSMH-33 RIM: 2544.64±
IE OUT: 2530.98,8-IN PVC (N) SSMH-33 48-IN MH PER ISPWC SD-501 DEPTH: 14.29' O
48-IN MH PER ISPWC SD-501 STA: 11+77.42, 0.00'
STA: 11+77.42, 0.00' RIM: 2543.83± IE OUT: 2530.35, 8-IN PVC (S) y
RIM: 2543.83± DEPTH: 14.98'
2525 DEPTH: 14.98' 2525 2525 IE IN: 2528.95,8-IN PVC (E) 2525 CO
IE IN: 2528.95, 8-IN PVC (E) IE IN: 2528.95,8-IN PVC (S) N cc �
IE IN: 2528.95, 8-IN PVC (S) IE IN: 2528.95,8-IN PVC (N) � =LZ m
IE IN: 2528.95, 8-IN PVC (N) IE OUT:2528.85, 8-IN PVC (W) � 0
IE OUT: 2528.85, 8-IN PVC (W) Im
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EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION
AT CENTERLINE AT CENTERLINE AT CENTERLINE AT CENTERLINE
2520 1 [ 2520 2520 2520
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CID � N _ r- CD � Revisions 1
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Ln LO Ln LO Ln Lo Ln Ln L0 Lm LO u) Ln u) Ln LO Ln LO 'n LO Lr) LO Ln LI Lm LO Lr) LI Ln Ln u) u) Lo u, 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
2. P&Z COMMENTS- 11.19.2024
6+00 5+00 4+00 3+00 2+00 1+50 1+50 2+00 3+00 4+00 5+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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