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18" C-900 ®0.44% DAVID A. BAILEY
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UTILIZE EXISTING OUTLET; GROUT NEW
30 0 15 30 60 LL
PIPING IN TO FORM WATER-TIGHT
SEAL. PROTECT EXISTING STRUCTURE, SCALE IN FEET0
HEADGATES IN PLACE. 1"=30' a
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EX IRR BOX 7
STA:2+00.00 L
RIM:2554.45 O ,^
SUMP:2550.18 �J J
INV OUT:2550.70 18"N
GIRR MH W1 INV OUT:2550.18 18"W
255 2559 a
RIM:2554. 2 r� Q
GIRR H W2 SUMP:2548. 9 0
COORDINATE STA:S 55.22 INV IN: 549.09 18 E -
CHANNELIZATION OF PIPE GIRR MH 3 RIM:25 3.84
OUTLET 0 EXISTING GI R MH W5 GIRR MH 4 STA:7+43. 4 SUMP: 547.07 INV OU :2549.09 18' ` ,
255 DITCH INVERT. ST :9+36.66 2556 �,J
COORDINATE W/ RI :2552.58 RIM:2552.� 4 SUMP:254 .41 INV 0 T:2548.07 1 "1N
ADJACENTPROPERTY SU P•2545.58 SUM=' 46.89
4 .89 INV IN:25 7.41 18"E FINAL GRADE
OWNER. OVER MUST BE IN IN:2546.58 18"E INV 18"S INV OUT:2 47.41 18"N Z r�
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PROVIDE OVER PIPING. IN OUT:2550.0 18"N INV OUT:2 46.89 18"W
255 ' ' 2553 LL
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EXISTING GRADE „
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ADS N-12 ® 0.15 0 11 LF 18" ADS -12 ® 0.3 % �-/
68 L 18 ADS N 12 ® 0.43%
2547 - 0.44% DATE:
2547 8-25-2023
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PROJECT:
C2022-006
West GIRR PROFILE SHEET
HOR: 1 "=30'
VER: 1 "=3'
2510 20 9+90 9+60 9+30 9+00 8+70 8+40 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8�544