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HomeMy WebLinkAbout17.0 LSMT_BZN_Civil_Site Plan 02 05 19 6Y 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 F R O N T A G E R O A D SP R I N G H I L L R O A D R E E V E S R O A D W ST ST ST D D 0+0 0 1+ 0 0 2+ 0 0 2 + 7 0 D D 46 5 1 465 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 FL 4647.56 FL 4648.10 FL 4648.46 FL 4648.48 FL 4647.65 FL 4647.67 FL 4648.06 TC 4648.29 TC 4648.72 FL 4648.75 FL 4648.81 FL 4648.97 FL 4649.22 FL 4649.90 FL 4648.83 FL 4649.26 FL 4650.23 FL 4650.50 TC 4650.63 TC 4651.38 FL 4651.22 FL 4651.38 FL 4651.29 FL 4651.03 FL 4651.38 FL 4651.70 FL 4651.34 FL 4651.29 FL 4651.28 TC 4651.97 TC 4651.47 TC 4651.47 TC 4651.39 TC 4651.56 TC 4651.56 TC 4651.64 TC 4651.76 TC 4651.82 TC 4652.82 TC 4652.90 TC 4652.14 TC 4651.67 TC 4651.64 TC 4651.70 TC 4651.82 TC 4651.15 TC 4651.60 TC 4651.90 TC 4652.00 TC 4652.00 TC 4651.35 TC 4651.42 TC 4651.48 TC 4651.46 TC 4651.37 TC 4651.45 TC 4651.38 TC 4651.44 TC 4651.29 TC 4649.66 TC 4649.31 TC 4648.96 TC 4649.10 TC 4649.10 TC 4648.89 TC 4649.68 TC 4649.09 TC 4648.89 TC 4648.08 TC 4648.12 TC 4647.69 TC 4647.26 TC 4648.09 FL 4648.35 FL 4648.37 TC 4650.70 TC 4651.44 TC 4651.73 TC 4651.28 TC 4652.16 TC 4648.63 TC 4648.86 FL 4647.91 FL 4648.00 FL 4646.80 FL 4647.92 FL 4647.84 FL 4651.44 FL 4649.38 FG 4648.29 FL 4650.01 FL 4650.34 FL 4650.50 FL 4650.27 FL 4650.18 TC 4650.00 TC 4650.00 TC 4649.60 TC 4649.60 FL 4650.06 FL 4650.25 FL 4650.07 FL 4649.59 FL 4649.58 TC 4648.40 TC 4648.34 TC 4648.35 4648 4649 FG 4650.75 VEN T U R E W A Y THERE ARE NO PONDS, STREAMS OR IRRIGATION DITCHES WITHIN OR ADJACENT TO THE PROPERTY THE NEAREST WATER COURSE IS THE EAST GALLATIN RIVER LOCATED APPROXIMATELY 2,000 FT NORTH OF THE PROPERTY. NO WETLANDS EXIST ON THE SITE AND THE SITE IS LOCATED IN ZONE X (OUTSIDE OF THE FLOOD PLAIN) PER FIRM PANEL 30031C0802D STORM INLET SEE C201 FOR DETAIL 22.00 -2.0% st ST D ©| 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 C200 GRADING PLAN NORTH 60'30'15'0 12.11.18 08:44 AM | L:\LesSchwab\New\LSMT_BZN\BIMCAD\Civil\LSMT_BZNC200.dwg C200 GRADING PLAN WALKER GRAHAM GRADING NOTES 1.SITE GRADING SHALL NOT PROCEED UNTIL THE SWPPP HAS BEEN IMPLEMENTED. 2.ALL EARTHWORK AND GRADING SHALL PROCEED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. 3.NO MATERIAL SHALL BE EXCAVATED, MOVED, OR COMPACTED WITHOUT THE PRESENCE OR AUTHORIZATION OF THE OWNER'S REPRESENTATIVE. 4.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCING EARTHWORK. NOTIFY ENGINEER OF ANY UNFORESEEN OR UNDOCUMENTED CONDITIONS. 5.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES AND REPAIR BACK TO ORIGINAL CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION. 6.PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 7.GRADES SHOWN REPRESENT FINISH GRADES UNLESS OTHERWISE NOTED. 8.PROPOSED GRADE CONTOUR INTERVAL SHOWN AT ONE FOOT (1'). 9.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING. 10.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS. STORMWATER NOTES 1.ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (HS20) LOADING AND BE INSTALLED ACCORDINGLY. 2.TRENCHES SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 3.ALL PIPE MATERIAL, FITTINGS AND STRUCTURES SHALL FOLLOW THE CONSTRUCTION DRAWINGS AND CITY REQUIREMENTS. ALL STORMWATER PIPING TO BE AS INDICATED ON THE PLANS. 4.ALL STORMWATER TRENCHING, BEDDING AND PIPE LAYING, SHALL FOLLOW THE CURRENT CITY REQUIREMENTS. 5.ALL JOINTS SHALL BE “WATERTIGHT”. 6.PRIOR TO FINAL ACCEPTANCE, CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAINS AND REMOVE ALL FOREIGN MATERIAL FROM THE PIPING, MANHOLES, AND DRAINAGE INLETS. 7.CONTRACTOR SHALL SUPPLY ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPES IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8.STORM SEWER PIPE AND MANHOLES SHALL BE TESTED FOR LEAKAGE PER CURRENT CITY STANDARDS. 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 NOTES 1.GROUNDWATER DEWATERING SHALL BE AS REQUIRED PER THE GEOTECHNICAL REPORT PREPARED BY ALLIED ENGINEERING IN OCTOBER 2018. THE CONTRACTOR SHALL OBTAIN A DEWATERING PERMIT IN ACCORDANCE WITH MDEQ GENERAL PERMIT MTG070000. NOTE THAT THE PROJECT IS WITHIN THE SOLVENT SITE BOUNDARY. GROUNDWATER WITH TETRACHLOROETHYLENE (PCE) GREATER THAN THE REPORTING LEVEL AS DETERMINED BY DEQ-7 SHALL PROVIDE TREATMENT PRIOR TO DISCHARGE TO SURFACE WATERS. THIS PROJECT HAS BEEN DESIGNED TO BE ADA COMPLIANT