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,- — — — — — — —— — — — — — INSTALL CATCH BASIN PER I.S.P.W.C. STANDARD DRAWING
------ - - \ 1 SD-603 TYPE III. TOP OF GRATE AT ±2617.81'. INVERT
t o I `\ OUT 2615.11'
I \\ O2 INSTALL ±23 FEET OF 12" SDR-35 AT 0.26% SLOPE. z LlI CD
\\\ 3 INSTALL 30" DIAMETER STORM DRAIN MANHOLE. RIM ELEV ±2618.30. v Q
12" INVERT IN/OUT 2615.05. SUMP ELEV. 2614.05. _
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14 I I O4 INSTALL ±61 FEET OF 12" SDR-35 AT 0.23% SLOPE w CD
CONTRACTOR TO VERIFY ELEVATION OF SEWER SERVICE = O
FF= 2619.00 18 I I O PRIOR TO INSTALLATION OF STORM DRAIN PIPE. O
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O INSTALL 1000 GALLON SAND AND GREASE TRAP. SEE DETAIL ON w
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I SHEET C3.2. m
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INSTALL SEEPAGE TRENCH 1. SEE DETAIL ON SHEET C3.2.
I 3 I I O INSTALL MONITORING WELLS. SEE SEEPAGE BED DETAIL ON SHEET
C3.2. INSTALL TRAFFIC RATED LIDS IN CONCRETE COLLAR.
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I I I
OINSTALL ±66 FT OF 8" SDR-35 OR EQUAL AT 0.40% SLOPE.
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i INSTALL 30" DIAMETER STORM DRAIN MANHOLE. RIM ELEV.
� � I i 1 p t2618.93, INVERT 8" OUT 2615.51 (S). 6" INVERT IN 2615.68
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13 10 11 0 I I I I I I
I (BLOCK 2 1 1 1 INSTALL ±106 FT OF 6" SDR-35 AT 1.00% SLOPE. INVERT AT END
I 11
I OF 6" PIPE t2616.74.
y I INSTALL ±92 FT OF 6" SDR-35 AT 0.32% SLOPE. INVERT AT
1 i I 12 CLEANOUT OF 6" PIPE ±2615.98
I I I
1
INSTALL 6" CLEAN OUT WITH 90' ELBOW. CD
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INSTALL ±102 FT OF 6" SDR-35 AT 0.32% SLOPE. INVERT AT
CLEANOUT OF 6" PIPE 2616.31'.
Q 1 i I I I INSTALL ±200 FT OF 6" SDR-35 AT 0.32% SLOPE. INVERT AT
0 CLEANOUT OF 6" PIPE 2616.95'.
�' I i --fi----------- 16 POTABLE- NONPOTABLE CROSSING. SEE SHEET C1.0 WATER NOTES 2
AND 3. Q Q
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/ 1 INSTALL CATCH BASIN PER I.S.P,W.C. STANDARD DRAWING 0
---------------- 1 7 SD-601 TYPE I. TVC ±2618.44. INVERT OUT 2615.78,
I 1 I l i I 1 SUMP 2614.78.
1
1
LL_ O I 1 8 INSTALL t7 FT OF 8" SDR-35 OR EQUAL AT 0.42% SLOPE. O
1 I I 4 21 16 INSTALL 30" DIAMETER STORM DRAIN MANHOLE. RIM ELEV.
6 3 - - i 19 ±2618.33, INVERT 8" IN/OUTOUT 2615.75. NO SUMP.
- - I \ 2 p INSTALL ±116 FT OF 8" SDR-35 OR EQUAL AT 0.41% SLOPE.
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21 INSTALL ±56 FT OF 8" C-900 OR EQUAL AT 0.41% SLOPE.
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8'PVC(E) 8'PVC V-2606.22' z
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- 9412
12/23/21
cyq'D S. K IN���P
SHEET
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