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4"INV 0 MAIN: LINE B 8+53.30 4"INV 0 MAIN: CHECKED BY:
W, 2541.71 LINE B 7+15.83 -LINE B 6+58.41 - INE A 9+45.97 DAVID A. BAILEY P.E.
2537.66 4"INV 0 MAIN:
HANGING LAKE LN 4"INV ® MAIN: r-4"INV @ MAIN: 4"INV ® MAIN:
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LINE C 7+70.68
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NOTE:
LINE A 5+83.55
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ALL SEWER SERVICES ARE TO BE 4"INV 0 MAIN: SS
4" DIA, PER ISPWC
2538.13
SD-511 TYPE 'A' OR '13'. TYPE 'E' MAY BE USED WHERE
SEWER MAIN DEPTH EXCEEDS 10-FT. ALL SERVICES TO C.
T
BE CONSTRUCTED W/ 2.00% MINIMUM SLOPE. C.O. 56.32 LINE A 5+
4"INV 0 MAIN:
F
El: MINIMUM INVERT ELEVATION TO ACHIEVE 2.00% MIN 2538.01
SLOPE FROM MAIN.
El MAX: MAXIMUM INVERT ELEVATION (DESIGNED FOR El MAX 2547.5 El MAX 2548.04
INVERT TO ENTER STRUCTURE 4-FT BELOW FINISHEDIli
FLOOR ELEVATION)... CONTRACTOR TO VERIFY CLEARANCES
W/ ALL WET/DRY UTILITIES PRIOR TO INSTALL. N MOSHOVA AVE
*SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS - ------- ------- ---- ---"_--------- ----------------
200 (SDR-21) PIPE. SEE WATER NOTE 3. 1 -0 -I Q
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HORIZONTAL JUNCTIONS SHALL BE CONSTRUCTED WITH WYES ------
OR COMBINATION WYE BRANCHES & 1/8 BENDS PER SECTION 60 --------
706.3 OF THE INTERNATIONAL PLUMBING CODE. I�-�������� - ', �n
CLEAN-OUTS SHALL BE CONSTRUCTED PER SECTION 707.0 OF
THE INTERNATIONAL PLUMBING CODE. PER SECTION 707.4, III
CLEAN-OUTS SHALL BE PROVIDED AT A MAXIMUM OF EVERY DATE:
8-25-2023
100-FT OF PIPING AND AT EACH AGGREGATE CHANGE OF PROJECT'
DIRECTION EXCEEDING 135 DEGREES AND AT JUNCTIONS OF C2022-006
BUILDING SEWER. CLEAN-OUTS TO MEET FOREMENTIONED
40 0 20 40 80 -SHEET-
SECTIONS OF CODE ARE SHOWN ON THIS PLAN SET. ....................................
ADDITIONAL CLEAN-OUTS MAY BE NECESSARY DEPENDENT ON I
VERTICAL ALIGNMENT OF SEWER INSTALLATION FOR TRENCHING SCALE IN FEET
+ INSTALL. 1 11=401 5 t 6