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HomeMy WebLinkAboutC4.8_Storm Drainage Profiles CB 4.2 V C o g 255 CB 4.4 STA:4+47.54 2552 = C C RIM-2549. Ilp% co f5, RIM: 549.88 Q SUMP:2541 C 4.1 SUM :2543.90 FINIS ED GRADE NINV IN:2544.91 2"WINV OUT:26.21 12"E S :5+63.50 = W RI :2548.20 INV UT:2544.90 12"E _ _ .i z ~ S MP:2544.20 4) z 255 - - _ _ _ - - - - - - - 2550 Z 3 - - - - IN OUT:2545. 0 12"E - - - - - - - - - - _ EXISTING GRADE 717 L 12" Zw254 tz DR 35 ® 1.68% 2548 >+ U) W 3 LF 12" STA. 2+00.00 W w DR-35 ® 1.25% ELEV. 2547.01-'\ Z MIMMIN !c U VES 4+43.54 W a co2544.86 J c~n o 151 F 12" 2546 254 - 500.457a 114 LF 12" (� W C-900 ® 0.257o 235 LF 18" STA. 2+00.00 PERF PIE ® 0.00% ELEV. 2544.01 254 STA:7+16. 2 2544 o��ss SA E,�GGz F RIM:2548. 3 �� 09/01/202? SUMP:2544. 9 Storm Drain Line 4 PROFILE INV IN:2545.89 12 HOR: 1 "=20' ST 2+00.00 N��8 2 INV OUT:2545.89 12"N VER: 1 "=2' E : 2543.5t 9T 25 +60 7+40 7+20 7+00 6+80 6+60 6+40 6+20 6+00 5+80 5+60 5+40 5+20 5+00 4+80 4+60 4+40 4+20 4+00 3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1 +8�542 '� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: KSC z 0 p U N W Ld STORM DRAIN PROFILE 5 NOT USED . W p z V) Z � W - J J Z Z W Q 0 Q� LL 0 255 2556 J ( � Z CB 6.2 255 STA:3+3 .02 CB 6.3 CB 6.1 2554 SUMP:254 .29 RIM:2551.0 7 STA:4+12.18 INV I :2546.29 12"W SUMP:254 .20 Z /^ RIM:254 .50 INV 0 T:2546.29 2"E INV IN:25 6.20 12"W �J J SUMP:2 45.50 INV OUT:2 46.20 12"E INV OU :2546.50 12 E FINISHED GR DE 255 2552 LL 255 XISTING GRADE 2550 U Z STA. 2+84.79 EUM 2546.15 Z 254 2548 :2 0� ELEV. 548.30 W 7 LF 12" 36 LF 12" 0 C-9100 ® 0.26% SDR- 5 ® 0.25% 76 0 18" 254 PERF PIE ® 0.00% 2546 0 V / STA.- +00.00 " ELEV.- 544.80 254 SDR-35 0 .4% 2544 8 DATE:25-2023 PROJECT: Storm Drain Line 6 PROFILE C2022-006 HOR: 1 "=20' SHEET VER: 1 "=2' 2 2544+40 4+20 4+00 3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1 +8D542 4o8 :d