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Concept Improvements = W. Quintale St. (West A) 0 30' 60'
Horizontal Scale: 1" = 30'
2550 SEWER LINE - QUI TALE-01: Sta. 1 +50 - 12+00 2550
HORIZONTAL SCALE 1'1 = 30'
VERTICAL SCALE: 1' = 3'
2545 — 2545
- /--
- PROPOSED GRADE AT CENTERLINE
--- ---- ------' EXISTING GROUND AT CENTERLINE
2540 2540
2535 2535
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2530 293-LF OF 8-IN PVC AT 0.45% 2530 •�_ cc
232-LF OF 8-IN PVC AT 0.45%
I 247-LF OF 8-IN PVC AT 0.45%
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SSMH-32 �
247-LF OF 8-IN PVC AT 0.45% SSMH-30 48-IN MH PER ISPWC SD-501 cc
48-IN MH PER ISPWC SD-501
STA: 11+77.42,0.00'
I SSMH-28 STA: 9+45.02, 0.00, RIM:DEPTH:255±
2525 48-IN MH PER ISPWC SD-501 RIM: 2543.25± 2525 oC
SSMH-01 STA: 6+98.02, 0.00, DEPTH: 15.55' IE IN: 2528.95, 8-IN PVC (E) N
IE IN: 2528.95, 8-IN PVC (S) c0
RIM: H: 15. 1± IE IN: 2527.80, 8-IN PVC (E) IE IN: 2528.95, 8-IN PVC (N) ■
48-IN MH PER ISPWC SD-501 00
STA:4+51.02, 0.00, DEPTH: 15.82' IE IN: 2527.80, 8 IN PVC (S) cc c) 0
RIM:2541.63± IE IN: 2526.59, 8-IN PVC (E) IE OUT: 2527.70, 8-IN PVC (W) IE OUT: 2528.85, 8 IN PVC (W) L -
9Go�o DEPTH: 16.35' IE IN: 2526.59, 8-IN PVC (S) 25
a\NQ F� IE OUT: 2526.49, 8-IN PVC (W) Cc
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vG IE IN:2525.38,8-IN PVC (E)
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IE IN: 2525.38,8-IN PVC (S)
5 IE OUT: 2525.28, 8-IN PVC (W)
2520
Revisions 1
1. AGENCY COMMENTS-08.22.2024
2515 2515
EX SSMH-01
EXISTING SS MANHOLE
STA: 2+00, 0.00,
RIM: 2543.59±
DEPTH: 29.89'
5 IE IN: 2515.50, 8-IN PVC (E)
2510
IE IN: 2513.70, 24-IN PVC (N) ZONAL
IE OUT: 2515.31, 24-IN PVC (S)
568
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION J, 08/22/2024 0
AT CENTERLINE AT CENTERLINE ��rE of \�P '
2505 2505 Aft W.
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T � 'T � � � v I- � v v � v 'T v 'T v 'T v v v v v v Project No.: 123200
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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 N N
Date of Issuance: 05.17.2024
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1+50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 Project Milestone: Preliminary Plat
E Sewer Plan & Profile
W. Quintale St. (West)
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