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HomeMy WebLinkAboutC4.10_Storm Drainage Profiles Q O U 268 STA:2 31.43 2686 = CB 3.2 � Q RIM:2 80.42 STA:2+4 .86 C.� 00 .5 N SUMP:2 75.42 RIM:268 .22 IN IN:2676.42 12 N = Z w co I IN:2676.42 12"E SUMP:2 74.32 •� [INV IN:2 76.32 12" i 268 2684 268 2684 268 " INV OUT 2676.32 12 2684 Z CB 1.1 CB 3.3 G� EXISTING GRADE STA:2+00.00 STA:2+00.00 B 2.2TA:2+00.00 �= a RIM:2678.70 RIM:2679.88 RIM:2680.07 � _ UMP:2674.70 EXISTING GRADE S MP:2675.56 FINAL GRADE _ Z w INV OUT: 675.70 12"S INV OU :2671 INV OUT:2 76.56 12"S W Z 268 - - _ _ 2682 268 INV ouT:267 .88 12 E 2682 268 2682 W N.I w Z_ w FINAL GRADE - - J _ _ - - � M _ Way 268 2680 268 2680 268 2680 ujLd ww EXISTING GRADE - a FINAL GRADE V w STA. 2+46 36 INV: 2676.27 267 2678 267 2678 267 2678 �o� ��G\s TE,Q�$,, 39 L 12" � SDR-35 ® 0.25% Q 10/16/2023 65 F 12" 17882 PER PIP ® 0.25% +� 11 110 LF 12 2676 9�F OF 267 72 LF 2 2676 267 2676 267 PIPE ® .25% -fl 1 " IV s. CR PERF PIPE ® 0.25% STA: 2 40.0s INv: 2676.78 3d LF 12" CHECKED BY: 267 2674 267 2674 267 SDR-35 ® 0.45% 2674 D A. BAILEY P.E. DRAWN BY: Ll9 LF 12" SDR- 5 ® 0.51% 4 LF 12" KSC SDR-35 ® 0.68% :STA. 2+ 9.63 267 INv' 2675.60 2672 267 2672 2672 1 LF 12" 1 2672 DR-35 03 33% 267 2670 267 2670 267 2670 0 F a it N W 266 2668 266 2668 266 2668 N S orm Dr in Line PROFIL.E Storm Drain Line 3 PROFILE W o Storm Drain Line 1 PROFILE HOR: 1 "=20' HOR: 1 "= 0' HOR: "=2 0' Z VER: 1 "=2' ER: 1 "_ ' 22 VER: 1 "=2' 22 26f +20 3+00 2+80 2+60 2+40 2+20 2+00 1 -IJ 666 266r,+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20666 266r,+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80666 L w I . I J LJJ z 268 2684 268 2684 268 2684 268 2684 LL CB 4.1 STA:2+00.00 EXISTING GRADE - - 0 RIM:2680.60 - - - - - Q SUMP:2676.60 EXISTING GRADE - - CB 5.1 INV OUT:267 .60 12"S - - - - - STA:2+00.00 EXISTING GRADE 268 2682 268 - - 2682 268 2682 268 2682 _ - - - SUMP:2676.8D CB 7.1 n - - - - - - - INV OUT:267 .80 12"S FINAL GRADE STA:2+00.00 I••L FINAL GRADE RIM:2678.49 FINAL GRADE SUMP:2674.49 FINAL GRADE INV OUT:267 .49 12"S 268 2680 268 2680 268 2680 268 2680 w L.L ---------- F V EXISTING GRADE 0 267 2678 267 " 2678 267 2678 267 2678 47 LF 12 85 LF 12" PERF PIPE ® C.25X U W PERF PIPE ® 0. 5% � \ 267 2676 267 15 L 12 2676 267 " 2676 267 PERF PIPE ® 0.25% SDR 35 ® 0.62% 17 LF 12" 42 LF 12" DR-35 ® 0 55% STA. 2+16.13 PERF PIPE 00.25% INV: 2677.70 STA-. 2+06.50 INV: 2675.50 STA. 2+ 6.15 267 2674 267 2674 267 " 2674 267 INv: 26 7.50 2674 19 LF 12 PERF PIPE ® 1.10 o Q tSTA. 2+20. 0 INV: 2675.2 267 2672 267 2672 267 2672 26722672 0 N LL 267 2670 267 2670 267 2670 267 2670 V , DATE: 266 2668 266 2668 266 2668 266 2668 10-13-2023 PROJECT: Storm Drain Line 4 PROFILE S orm Drain Line PROFILE C2021-027 S orm Drain Line 5 PROFILE >> Storm Drain Line 7 PROFILE HOR: 1 "= 0' HOR: "=20' HOR: 1 = 0 HOR: 1 "=20' SHEET ER: 1 "_ ' VER: 1 "=2' ER: 1 "_ 22 VER: 1 "=2' 266 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+'0666 26Y+00 2+80 2+60 2+40 2+20 2+00 1 +8�666 266 +80 2+00 2+20 2+40 2+60 2+g0666 26G3+00 2+80 2+60 2+40 2+20 2+00 1 +8�666