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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" = 30'
VERTICAL SCALE: 1' = 3'
2545 2545
PROPOSED GRADE AT CENTERLINE
10111 - EXISTING GROUND AT CENTERLINE
2540 v — 2540
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2535 — 2535
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319-LF OF 8-IN PVC AT 0.45% y
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2530 2530 �� y
I 232-LF OF 8-IN PVC AT 0.45%
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LF OF 8-IN PVC AT 0.45%
247 SSMH-33
I 48-IN MH PER ISPWC SD-501 O
247-LF OF 8-IN PVC AT 0.45% SSMH-31 y
I 48-IN MH PER ISPWC SD-501 STA: 11+77.42, 0.00'
2525 RIM: 2543523±0.00' RIM: 2543.83±
SSMH-29 DEPTH: 14.98'
48-IN MH PER ISPWC SD-501 2525 oC C
SSMH-01 STA:6+98.02,0.00' DEPTH: 15.53' IE IN:2528.95,8-IN PVC (E) N �
IE IN:2528.95,8-IN PVC (S) � � `—� cfl
RIM: H: 15.8 ' IE IN: 2527.80, 8-IN PVC (E) IE IN: 2528.95, 8-IN PVC (N)
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48-IN MH PER ISPWC SD-501 DEPTH: 15.82' IE IN: 2527.80, 8-IN PVC (S) IE OUT:2528.85,8-IN PVC (W) �
STA:4+51.02,0.00, 0
RIM:2541.62± IE IN: 2526.59, 8-IN PVC (E) IE OUT: 2527.70, 8-IN PVC (W)
DEPTH: 16.34' IE IN: 2526.59, 8-IN PVC (S) .25
\NQVG F� 9�I IE IN: 2525.38, 8-IN PVC (E) IE OUT: 2526.49, 8-IN PVC (W)
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OFEX�S��NGa IE IN: 2525.38, 8-IN PVC (S)
5 IE OUT: 2525.28, 8-IN PVC (UV)
2520
Revisions
1. AGENCY COMMENTS-08.22.2024
2. P&Z COMMENTS- 11.19.2024
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) c�,5�Gig �1VG,r
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EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION 1 1/1 9/2024 0
AT CENTERLINE AT CENTERLINE
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coM N M Lvj N p O _ _ _ _ N N N N N N N N N C7 M C7 co co M M co co co co co M co
v v v v Project No.: 123200
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Date of Issuance: 5.17.2024
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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
Sewer Plan & Profile
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6
W. Quintale St. (West)
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