HomeMy WebLinkAboutPZ - C3.05 Sanitary Sewer STA. 39+00 - 47+00 Sheet Notes:
1. SEWER MAIN LINES, SERVICES,AND ASSOCIATED INFRASTRUCTURE WILL BE IN
CONFORMANCE WITH CURRENT CITY OF MERIDIAN STANDARDS.
2. ALIGNMENTS REFERENCE SEWER CENTERLINES.
3. REFER TO SHEET C3.00 FOR OVERALL SITE UTILITY PLAN. Ev:1
A R C H I T E C T S
2400 E RIVERWALK DRIVE
BOISE, IDAHO 83706
WWW.LKVARCHITECTS.COM
208,336.3443
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PRELIMINARY
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+ co 8"$S 8"SS 8"SS "SS 8"$S "SS "SS "SS 8"$S "SS "SS "SS 8"SS 8"SS
o+ ¢ _ _ 400-LF OF 8-IN PVC AT 0.40% _ _ _ 400-LF OF 8-IN PVC AT 0.40% 400-LF OF 8-IN PVC AT 0.40%_ _ _ _ _ 230-LF OF 8-IN PVC AT 0.40% _
N. OWYHEE STORM AVENUE
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R/W R/W R/W
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Sanitary Sewer STA. 39 + 00 - 47 + 00 ° 50' 100,
Horizontal Scale: 1" = 50'
2540 SANITARY EWER - OF SITE: Sta. 9+00 - 53 50 2540
HORIZONTAL SCALE: 1" 50'
VERTICALSCALE: 1" _ '
2535 2535
2530 2530
2525 2525
2520 --- -- --- ---- ---------- -- _ 2520
------ ---- ------- -- ------ ---- ---------- ---- -- — --- ---
2515 2515
2510 2510 O
O
ct
230-LF OF 8-IN PVC AT 0.40% V
400-LF OF 8-IN PVC AT 0.40%
2505 2505 ct
400-LF OF 8-IN PVC AT 0.40% SS STRC 15
SS STRC 14 48-IN STA:
PER 01.6 SD-50
400-LF OF 8-IN PVC AT 0.40% 48-IN MH PER ISPWC SD-501 STA: 53+01.67, 0.00'R
SS STRC 13 STA: 50+71.46, 0.00'R RIM: 2520.05±
48-IN MH PER ISPWC SD-501 RIM: 2519.08± SUMP: 2506.81
2500 SS STRC 12 STA:46+71.46,0.00'R SUMP: 2505.79 IE OUT: 2506.81, 8-IN PVC (S) — 2500 ' \
48-IN MH PER ISPWC SD-501 RIM:2519.56± IE IN: 2505.89, 8-IN PVC (N) v
STA: 42+71.46, 0.00'R SUMP: 2504.09
RIM: 2519.04± IE OUT: 2505.79, 8-IN PVC (S)
SUMP: 2502.39 IE IN: 2504.19, 8-IN PVC (N)
IE OUT:2504.09,8-IN PVC (S)
IE IN: 2502.49, 8-IN PVC (N)
2495 IE OUT: 2502.39, 8-IN PVC (S) 2495 ct
ct
O
2490 2490
DATE:03.01.2023
LKV PROJECT#:
2485 2485
REVISIONS:
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Ln O O N O O LO M co � Cl) LO I— M O C") N Ln O CD � CD LO � co CD 6) Ln ti M O N N Co ti 00 O
CO O O T o) O O o) O) T o) T o) o) o) o) o) o) T o) O O o) o) T O o) o) O o) M M o) O
_ O _ O O O O D7 O O O O O o) O O O o) _ o) _ o) o) o) _ CO 00 CO CO o) O o) o) O
_ N _ _ _ _ _ _ _ _ LO _ _ _ _ _ r _ _ _ _ _ N
LO L.C) N X) N LO L.C) L.C) r LO Lf') LO Lf') Lf') Lf') Lf') N Lf) N Lf) N LO L.C) L.C) r LO Lf) L.C) Lf) Lf') L.C) LO Lf) Lf") Lf") Lf) N
N M N LO N LO N Lf) N N Lf") N Lf) N LO N Lf) N Lf) N Lf) N Lf) N N ''� N LO N C, N C, N LP N Lf) N LO N C, N ''� N C, N Ln N Lf) N C\j N Lf) N Lf) N Lf)
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 DRAWN BY:
CHECKED BY:
39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 53+50
Conditional Use Permit
DRAWING NO.
C3 . 05
Sanitary Sewer
SEA. 39+00 - 47+00