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HomeMy WebLinkAboutC4.7_Storm Drainage Profiles 255& 550 v C = p -b ' � � MENEM FINISHED GRADE 00 o a, N C ♦/1�S T W ■� Z u 254 - - - - - _ _ _ _ - - - - - - - - - - - - - - 2548 z EXISTING GRAD STA. +00.00 MENEM %w a o ELEV. 2546.04 = (g N 254 2546 L LI Z tz w cc W U) W w 55 LF 12" 29 L 12" 1 LF 12" w 120 L 12" STA.- +00.00 .a -900 ® 0.25% DR-35 00.25 SDR 35 ® 0.25 102 LF 12 ELEV: 2543.04 Z w C-900 0.2590 zc W Qco zc S R-35 ® 0. 4% 2544 � o 254 PERF PIPE ® 0.00% STA. +00.00 (, w ELEV. 2542.54 CB 1.3 ST :6+24.87 B 1.4 QTA 254 B 1.1 ' A:5+61.96 �pNAL E S MP:2543.65 STA:4+40.5 ELEV: 2543. s ass STA:7 11.61 IM:2547.50 ��STE,Q ti CB 1.2 IN IN:2544.65 12"W RIM:2547.21 L7 LF 12" UMP:2543.4 SUMP:2543. 9 SDR-3 ® 0.77% �� 09/01/2023� RIM:25 7.75 STA:6+5 .87 IN OUT:2544.65 12"E NV IN:2544. 9 12"W SUMP:25 3.87 RIM:254 .24 " INV IN:2544.19 12"W JUNCT MH 1 8 8 2 INV OUT:2544.87 12"E SUMP:254 .73 NV OUT:254 .49 12 E INV OUT:25 .19 12"E STA:3+37. 2 ��� � 254 " RIM:2548. 7 2540 9TF OF� INV 0 T:2544.73 1 E SUMP:2543. 4 "�F Storm rain Line 1 PROFILE INV IN: 543.94 12 S. CAP HOR: 1 "=20' INV IN: 543.94 12 S 25 VER: 1 "=2' INV OU :2543.94 12 N CHECKED BY: DAVID A. BAILEY P.E. +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�538 DRAWN BY: KSC 255 2552 CB 2.3 STA:3+37.6 CB 2.2 RIM:2548.7 STA:4+57.5 3 SUMP:2542 99 255 082.1 RIM:2547.4 INV IN:254 .99 12"W 2550 Ul IM:2547.45 FINISHED GRADE INV UU ' INV IN:254 .29 12"N UMP:2543.45 INV OUT:25 4.29 12"E Z INV OUT:2544. 5 12"S 254 - - - - - - - - - - - - - - - - 2548 w 0 EXISTING GRADE 0 � W Q cn o W p 254 2546 Q� Z \'-STA.- 2 00.02 f 62 LF 1 /� ELEV: 546.09 v ,118 LF 12" STA: 7+00.02 L S R-35 ® 0.2 C-900 ® 0.25% ELIEV. 2543.09 LiI - 254 " 2544 -1 PERF PIPE j 0.00% L Z �iSDR_ 3 LF 1 STA: 2542 3+33.60 ELEV: 2543.9 254 ' sTA: 2+oo.00 Q0 ELEV: 2542.59 th S orm Drain Line 2 PROFILE HOR: 1 "=20' LL VER: 1 "=2' 11 25 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�540 2550 2552 STA:5+97. 2 RI :5+4598 CB 3.6 C 3.7 LIJ J RIM:2547.98 S A:3+42.62 7 RIM:2547.9 STA:4+58.7 L SU P:2543.85 R M:2549.31 n W SUMP:254 .98 RIM:2547.64 INV IN•254 .98 12"W INV IN:2544.85 12"W SUMP:2543. 4 S MP:2543.34 255 INV OUT:2 44.98 12"E INV OUT:2544.8 12"E INV IN:2544 64 12"W FI ISHED GRADE I V IN:2544.3 12"W 2550 INV OUT:25 4.64 12 E Q 254 EXISTING GRADE 2548 LL ELEV: 546.44 /�/ 71 LF 12" Lh 2546 254 SDR- 5 r 1 LF 12 V DR-35 ® 0 83X 31 LF 12" 52 LF 12" S R-35 ® 0.257 SDR-35 ® .247 115 L 12" STA. 2 00.00 C-900 40 0.257. ELEV: 543.44 Z 130 LF 8" 254 31 0 0 2544 STA:7+ 2.87 W RIM:25 9.12 JUNCT MH 3 2 LF 12" L25 LF 12" SUMP:25 5.12 STA:6+57. 4 SDR-35 0.25% SDR-35 0.25% C 3.5 O 0 OUT:2546.12 12"E RIM:2549.18 STA:5+12.64 " E V:3 544.29 254 SUMP:2544. 8 2542 Q INV IN: 545.48 12 SUMP:25 3.77 SDR-3 0 2.50% INV OUT 2545.48 12 E INV N:2544.77 2"W sTA: +00.00 2 INV UT:2544.77 12"E ELEV: 542.94 / ) CB 3. v , DATE: 254 RIM:25 7.98 2540 8-25-2023 SUMP: 543.92 PROJECT: INV IN. 544.92 12"W S orm Drain Line 3 PROFILE c2o22-oos INV 0 T:2544.92 1 "E HOR: 1 "=20' SHEET VER: 1 "=2' 25 +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 �li�538