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NOTES KEYNOTES. 0 20 40 80 120
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ft� > 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 16970
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ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500.
i HORIZONTAL SCALE: 1" = 40' 3-2-26
J a O POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. cP p
Q 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER VERTICAL SCALE: 1" = 5'
ISPWC SD-51 1 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 1 �'A/NNE M�
U 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD
DRAWING SW3.
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4. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR f11
Y OVER A SEWER OR WATER MAIN. THIS INCLUDES BUILDING, CARPORTS, LIB
TRASH ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC.
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5. CONSTRUCT 14-FOOT WIDE GRAVEL ACCESS ROAD OVER SEWER MAINS IN A/
UNIMPROVED AREAS. INSTALL 10 INCHES OF 3/4" CRUSHED AGGREGATE W oZ E
BASE COURSE OVER 12 OF COMPACTED SUBGRADE. CENTER ROADWAY L D U
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i ^ I BLOCK 8 APPROVED: C. GRAHAM
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(FIELD VERIFY PRIOR TO CONSTRUCTION)
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N 2695- 2695 2685 2685 CSW PROJECT NO. 24005
15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 11+00 10+50 10+00 DRAWING DATE 03/02/2026
o SEWER LI N E W PLAN AND PROFILE SEWER LI N E W PLAN AND PROFILE W
0 STA. 10+00 TO 1 5+00 STA. 10+00 TO 1 1 +50 a C500