HomeMy WebLinkAboutPZ - C3.02 Sanitary Sewer STA. 0+00 - 13+50 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. EKv:1
A R C H I T E C T S
2400 E RIVERWALK DRIVE
BOISE, IDAHO 83706
WWW.LKVARCHITECTS.COM
208.336.3443
THE
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TLG PN:121048
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"S 8"S$ 8"SS 8"SS 8"SS 8"SS "S "S 8"SS 18"SS 8"$S 0"SS 8"gS L °'
384-LF OF 8-IN PVC AT 0.40% 384-LF OF 8-IN PVC AT 0.40% W. McMILLAN ROAD 384-LF OF 8 IN PVC AT 0.40% °° Ee 384-LF OF 8-IN PVC AT 0.40%
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MAN R/W R/W R/W R/W � r RMi RAN R/W R/W R/W EG R/W EG R/W EG AEG -R�F(; R G R R/W R/W R/W R/WSS STRC 1 SS STRC 2 C 3
SS STRC 4
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Sanitary Sewer STA. 0 + 00 - 13 + 50 50' 100'
Horizontal Scale: 1" = 50'
2530 2530
SANITARY SEWER - OFFSITE: Sta. -0+50 - 13+50
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
2525 2525
2520 2520
2515 _ ------- ---- ———— ———— ————— ---- ———— -------——— 2515
2510 2510
2505 2505
2500 2500 O
O
U
2495 2495 ct
2490 384-LF OF 8-IN PVC AT 0.40% 2490
384-LF OF 8-IN PVC AT 0.40%
4-LF OF 8-IN PVC AT 0.40% SS STRC 4 �l
38 48-IN MH PER ISPWC SD-501 O O
2485 384 LF OF 8-IN PVC AT 0.40% SS STRC 3 STA: 11+52.59, 0.001L
48-IN MH PER ISPWC SD-501 RIM: 2515.40± r--�
SS STRC 2 STA:7+68.39, 0.001L SUMP: 2489.11 2485 �
48-IN MH PER ISPWC SD-501 RIM: 2514.60± n
SS STRC 1 STA: 3+84.20, 0.001L SUMP: 2487.47 IE IN: 2489.21, 8-IN PVC (E) I� ct
MANHOLE BY OTHERS RIM: 2513.58± IE IN: 2487.57, 8-IN PVC (E) IE OUT: 2489.11, 8-IN PVC (W) r--� 7�
STA: 0+00, 0.00, SUMP: 2485.84
2480 RIM: 2513.54± IE OUT: 2487.47, 8-IN PVC (W) 2480
SUMP: 2484.30 IE IN: 2485.94, 8-IN PVC (E)
IE OUT: 2485.84, 8-IN PVC (W)
IE IN: 2484.30, 8-IN PVC (E)
DATE:03.01.2023
LKV PROJECT#:
2475 2475
REVISIONS:
L!") 17 O 17 Lq 00 I` U? Lq GO GO CR O Lq CR CR O O N N Lq Lq GO 00
C2 M M_ M M_ C2 M M C2 C2 M M M ; 7� V V L2 L2 LC') L2 L2 Lf7 L2 L2 L2 Ln
LC) LO LO LC) LO LO LO Ln LO LO LO LO LO LO LO LC) LC) LC) LC) LC) LO LC) LC) LO u') LO LO LO
N GV GV N GV N N N N N GV GV N N GV N N N N N GV N N N N N GV N
DRAWN BY:
CHECKED BY:
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50
Conditional Use Permit
DRAWING NO.
C3 . 02
Sanitary Sewer
STA. 0+00 - 13+50