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NOTES
1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE
ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500.
2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER
ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED.
3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD
DRAWING SW3.
1 I i
a STUB 8" SEWER MAIN
w FOR FUTURE TIE-IN
8" I.E4�"3
'
BLOCK 112"W
-10+o0 - -11+00 - - -12+0
s 8; 5 — <8"SS
SSMH A-1 (EX)�
KEYNOTES
O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET COA.
O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA.
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EXISTING 12" WATER
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S=0.40%
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S=0.407
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L=199' S=0.40%
D=8" SDR
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-
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------ ---
----- EXISTING SANITARY SEWER MANHOLE.
----
EX. 8" INV OUT=2741.00' (FIELD
VERIFY PRIOR TO CONSTRUCTION)
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50
SEWER LINE'A' PLAN AND PROFILE
STA. 10+00 TO 20+00
2770
2765
2760
2755
2750
2745
2740
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0 25 50 100 150
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
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11-12-21
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DESIGNED:
C.
GRAHAM
DRAWN:
C.
GRAHAM
CHECKED:
C.
GRAHAM
APPROVED:
C.
GRAHAM
PREPARED FOR:
G20 LLC
PO BOX 593
EAGLE, ID 83616
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CSW PROJECT NO, 19044
DRAWING DATE 11/12/2021
C5.0