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HomeMy WebLinkAbout17.0 LSMT_BZN_Civil_Site Plan 02 05 19 7Y D H D D D D H Y D H Y D H Y D W S O W S O W S O W S O S S S S S W S O W S O Signal Panel t v t v t v t v t v t v t v t v t v ST ST ST D D 0+0 0 1+ 0 0 2+ 0 0 2 + 7 0 D D 70.00'' of 36" PERFORATED CMP @ 0.00% 9.80'' of 8" PVC @ 0.50% 10.04'' of 8" PVC @ 0.50% 46 5 1 46 5 0 46 4 9 46 4 8 46 5 1 465 2 4 6 5 1 4651 4650 46 5 1 464 8 4648 4651 465 0 46 4 9 46 5 0 46 5 0 46 4 9 46 4 6 46 4 8 4648 4649 46 4 7 4 6 5 2 4649 46 4 9 4 6 5 1 4 6 5 0 46 5 2 4653 4654 465 5 46 5 0 46 5 1 46 5 2 4 6 5 2 4 6 5 4 46 5 3 46 5 2 46 5 2 465 0 4649 4 6 4 8 4 6 4 7 4 6 4 9 4 6 5 0 465 1 3 C401 COMBINATION INLET (TYP.) 4 C401 STORM SEWER INLET EXTEND EXISTING CMP CULVERT 42' NEW INVERT:4647.34 4648 4649 SUBSURFACE INFILTRATION FACILITY BASIN A INFILTRATION POND VOLUME: 855 CF SEE 2/C201 NEW INFILTRATION POND TOP ELEV: 4650.75 BOT ELEV: 4649.75 VOLUME: 1206 CF STCB-1 RIM:4653.75 IE OUT (N):4647.34 8" PVC STCI-3 RIM:4648.83 IE IN (S):4646.48 8" PVC IE OUT (W):4646.48 8" PVC STRUCTURE - (70) RIM:4651.28 IE OUT (E):4644.47 8" PVC STMH-4 RIM:4650.38 IE IN (E):4646.22 8" PVC IE OUT (N):4644.22 8" PVC STMH-1 RIM:4649.00 IE IN (SW):4643.54 8" PVC IE OUT (S):4643.54 8" PVC STMH-3 RIM:4648.21 IE IN (W):4644.22 8" PVC IE IN (E):4644.22 8" PVC IE OUT (S):4644.22 8" PVC STCI-2 RIM:4647.56 IE OUT (W):4644.35 8" PVC STCI-1 RIM:4646.80 IE OUT (NE):4643.60 8" PVC STMH-2 RIM:1.67 IE OUT (N):4643.51 8" PVC 17 1 . 7 9 ' o f 8 " P V C @ 0 . 5 0 % 51.78' of 8" PVC @ 0.50% 24.80' of 8" PVC @ 0.50% 12.08' of 8" PVC @ 0.50% 5.19' of 8" PVC @ -0.50% 7.42' of 8" PVC @ 0.50% 70.00'' of 36" PERFORATED CMP @ 0.00% 9.80'' of 8" PVC @ 0.50% 10.04'' of 8" PVC @ 0.50% 2X 90.00' of 36" PERFORATED CMP @ 0.00% BASIN B INFILTRATION POND VOLUME: 2,786 CF SEE 3/C201 22.00 -2.0% st ST D 1.00 1.00 1.00 1. 0 0 1. 0 0 1.00 1.00 1. 0 0 VA R I E S ©| ALL RIGHTS RESERVED ® DRAWN BY | REVISIONS CHECKED BY | LE S S C H W A B T I R E C E N T E R BO Z E M A N , M O N T A N A 5 9 7 1 8 11 0 0 R E E V E S R O A D SITE PLAN APPLICATION 02.05.2019 2019 1 C201 GRADING DETAIL PLAN NORTH 60'30'15'0 12.11.18 08:44 AM | L:\LesSchwab\New\LSMT_BZN\BIMCAD\Civil\LSMT_BZNC200.dwg C201 GRADING PLAN DETAILED VIEW WALKER GRAHAM GRADING AND DRAINAGE LEGEND SPOT ELEVATION PROPOSED SLOPE TAG PROPOSED STORM DRAIN PROPOSED STORM CATCH BASIN AND MANHOLE PROPOSED GRADE BREAK HIGH POINT EXISTING STORM DRAIN FLOW LINE TC 100 PROPOSED 'TOP OF CONCRETE' ELEV. TBC 100 PROPOSED 'TOP BACK OF CURB' ELEV. FL 100 PROPOSED 'FLOW LINE' ELEV. TA 100 PROPOSED 'ASPHALT' ELEV. FG 100 PROPOSED 'FINISHED GRADE' ELEV. MEG 100 PROPOSED 'MATCH EXISTING GRADE' ELEV. TIRE CENTER 1100 REEVES ROAD FF=4651.50 STORAGE BUILDING FF=4648.50 THIS PROJECT HAS BEEN DESIGNED TO BE ADA COMPLIANT 2 C201 BASIN A INFILTRATION POND 3 C201 BASIN B INFILTRATION POND 36" PERFORATED CMP PIPE VA R I E S FINISHED GRADE 36" PERFORATED CMP PIPE FINISHED GRADE 1. 0 0