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HomeMy WebLinkAboutC4.9_Storm Drainage Profiles 255 2556 255 2556 = pQ � U CB 8.3C JUNCTION MH-8 MENEM Oct STA:5+1 3.83 STA:2+75.87 co RIM:255 .09 RIM:2550. 5 SUMP:25 7.27 " SUMP:254 .19 " "i Z Lco 255 2554 255 2554 CB 8.2 INV OUT:2 47.19 12"E Z STA:2+77. 7 STA:3+3 .69 RIM:2549.0 14 LF " STA:4+1 .13 RIM:255 .55 SUMP:254 .23 SDR-35 ® 0.40% RIM:255 .37 SUMP:25 6.33 "= a INV OUT:2 46.23 12"S SUMP:2 46.53 " INV IN:2 47.33 12" INV IN:2 47.86 $ E " INV OUT: 547.33 12" W E W 255 2552 255 - - 2552 Z FINISHED GRADE W U) W w� Z - ■� 255 EXISTING GRADE 2550 255 2550 W Q CO Zcc M c 7 EXISTING GRADE uj J STA: 2 00.00 A: 2+68.64 ELEV: 548.29 V w 31 LF $ E : 2547.14 50 F 8 254 2548 254 SDR 35 ® 0.25 2548 �pNAL ELEV. 2548.33 SDR-35 ® 0.25% C3 FN 60 LF 18" o �G\srERF PERF PIPE ® 0. 0% E Y:2 00•� Q� 09/01/202? 254 55 LF 18 2546 254 CB 8.38 CB 2546 8 2 STA.- 2+ .00 IM:2551.80 Ls T :4+65.24 9�F oF'� ELEV: 2 .33 SUMP:2547.13 RI :2551.99 EL Y:225�44.�s SU P:2547.07 6 LF 12 INV IOUT:2 48. 8"SE IN IN:2548.07 8"S DR-35 ® 0 69% STA: 2+00.00:7 INV OUT:2 48.13 8"N INV OUT:2548.0 8"W CHECKED BY: 254 ELEV: 2544.83 2544 254 2544 DAVID A. BAILEY P.E. 13 L 12" DRAWN BY: SDR-35 ® .35% KSc S orm Drain Line 7 PROFILE S orm Drain Line 8 PROFILE STA: 2+63.5 HOR: 1 "=20' HOR: 1 "=20' ELEV: 2546.18 VER: 1 "=2' VER: 1 "=2' 25 A I-LJ- +00 2+80 2+60 2+40 2+20 2+00 1 +8S542 25 +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 +80 255 2556 0 CB 9. a STA:3 50.24 255 CB 9.1 STA:4+06.25 RIM:25 0.90 CB 9.4 2554 0 STA:4+77. 0 RIM: 550.58 SUMP: 546.11 STA:2+00.00 RIM:2550.4 2 SU P:2546.25 INV IN 2547.11 1 "w RIM:2550.55 w � SUMP:254 .42 INV IN:2547.25 12"W INV IN 2547.11 1 "E S MP:2546.55 N INV OUT:2 47.42 12"E INV OUT:2547.25 12"E INV 0 T:2547.11 1 "S FINISHED GRADE INV OUT:2 47.55 12"W z 255 _ - - - - 2552 EXISTING GRADE Z 4 w 255 2550 .j LL z W 254 " 55 IF 12" 2548 Q SDR- 5 ® 0.29% 0 SDR-35 0.25% SDR-35 ® 0.24% L.L 254 11 2546 LL F" 0 St rm Drain Lire 9-A PROFILE Q HOR: 1 "=20' I 4 VER: 1 `2' w J 25 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-�544 Z (� W Q 255 2556 Z W CB 9.3 255 STA:3 50.24 2554 Q RIM:2 50.90 LL SUMP 2546.11 Q INV I :2547.11 12"W WEFINISHED GRADE INV I :2547.11 255 2552 �-/ INV OUT:2547.11 2"S ® r 1 EXISTING GRADE Z 255 STA: 3+28 26 2550 ELEV.- 25411.16 1 W STA: 4 74.21 0 0 ELEV. 2547.01 0 254 2548 -STA: 4+ 71 137 LF 18" STA: 3+28 26 / EELEV.- 2 4s V.1s ELEV.-PIE ® 0.00% srA 3+ 26 ELEV.- 254 .66 DATE: 254 2546 8-25-2023 PROJECT: c2o22-006 4 LF 12" St rm Drain Lire 9-13 PROFILE SHEET SDR-31r, ® 0.70% HOR: "=20' 4 VER: 1 "=2' 2 25 5+00 4+80 4+60 4+40 4+20 4+00 3+80 3+60 3+40 3+20 3-COO 2+80 2+60 2+40 2+20 2-COO 1 +8D544 s