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0 DX GT3 �750 GAL BOC 55.58 O TRANSITION
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SEEPAGE BED - DB4 4 7D
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4 PEDESTRIAN RAMP, SEE DETAIL 2/G2.5 ' o o°z c W
REQUIRED VOLUME: 14,279 CIF ywW�o�=
_._ - INSTALL MONITOR WELL, SEE DETAIL \� rn m°o O
- - - - - - - - - - - - - -TOP OF GRAVEL: 2754.0 - - - - - O W a o
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INSTALL 12-INCH PVC, GO° BEND
BOBW: 2,751.07 O REVISIONS
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TOBW: 2,752.07 a? �$ INSTALL 12-INGH PVC, 22.5° BEND No. Date Description
IE 12" SD ---- ---- 0 PIPE OUT: 2,752.07 INSTALL GURBIN6 OUT. SEE DETAIL 2,
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10 INSTALL GURBIN6 IN. SEE DETAIL 3, >
U SHEET G3.7. PROJECT NO.: O
E LAKE HAZEL RD O TRANSITION GURBIN6 FROM IN 1 24029
B r' 3/G3.7) TO OUT 12/G3.7) DRAWN BY:
n 2" W12" W12" W12" W12" W12" W12" BE
cD - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 SLOPE SHOULDER 2' (P 6:1, TRANSIITON TO
MATGH EXISTING GRADE CHECKED BY:
JB, HKM Q
i
DATE:
0 06/03/2024
T O
GRADING AND DRAINAGE PLAN - AREA 2 SHEET NUMBER
A
N
20 0 20 40 60
0_ C33
° SCALE: I"= 20'-0"
Q
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16