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HomeMy WebLinkAbout073 OVERALL SITE LAYOUT PLAN + INDEXWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWBPBPBPBPNGSSSSSSSSSSSOOOOOOOOOOOOOOOO2627 28 29 30 31 32 33 204 1604230 SSSSSS22201 WWWWWWWWWWWWWW BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG NG NG NG NG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBF BF BF BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBFBFBPBPBPBPBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBT BT S D SD SD BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV S S S S S S S S S S S S SSD SD BTVSD W W W WBF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPEFDETESTPTDESTTVPPBTVSWWWWWW5010025500SCALE IN FEET1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7THEDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BYAGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGS WHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITHSECTION 02851 OF THE MPWSS UNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER.6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OFANY CURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").8.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THEEXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.9.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OFBOZEMAN (AS REQUIRED).10.CONCRETE SHALL BE CLASS M-4000.11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSEBENEATH CURB AND GUTTER SHALL BE SIX INCHES (6").12.THE DEVELOPMENT IS ZONES R-4 AND WILL FOLLOW THE SPECIAL RESIDENTIAL BLOCK FRONTAGE STANDARDS IN BMC 38.510.030.J.GENERAL NOTES:PROPOSEDSITE PLAN 1SHEET C10-2PROPOSED SITEPLAN 3 SHEETC10-4PROPOSED S ITEPLAN 4 SHEETC10-5PROPOSEDSITE PLAN 5SHEET C10 -6PROPOSED S ITEPLAN 2 SHEETC10-3 +/- 0.71 AC DETENTION POND OPEN SPACE+/- 1.59 AC WETLANDOPEN SPACEEXIST ING "BAXTERAPARTMENTS"DEVELOPMENTTSCHACHE LANE60' ROWTURBULENCE LANE60' ROWTRADE WIND LANE60' ROWN 25TH AVE.60' ROWN 27TH AVE.90' ROWBAXTER LANE50' ROW111111111122222222KEY NOTES40' x 40' STREET VISION TRIANGLE.STREET VISION TRIANGLE PER BMC FIG. 38.400.100.PRIMARY SITE SIGNAGE. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION DETAILS.SECONDARY SITE SIGNAGE. REFER TO ARCHITECTURALDRAWINGS FOR CONSTRUCTION DETAILS.PATHWAY SIGNAGE. REFER TO ARCHITECTURAL DRAWINGSFOR CONSTRUCTION DETAILS.SNOW STORAGE AREA (TYP.)1234533444555OVERALL SITELAYOUT PLAN +INDEXCCFWEHC10-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONSITE PLAN REVIEW - RC 102.17.2023ASITE PLAN REVIEW SUBMISSION08.31.20224SITE PLAN REVIEW - RC 205.10.2023B11FLAT 1 (FL-1)FLAT 2 (FL-2)FLAT 3 (FL-3)CLUBHOUSE (AM-1)GEARGARAGE(AM-3)RH-1RH-2RH-7RH-9RH-10SU-1RH-3RH-4RH-5RH-6RH-8RH-11RH-12SU-2SU-3WETLAND BOUNDARY PERPOWER ENGINEERSWETLAND DELINEATIONREPORT, OCTOBER 2021.WETLAND BOUNDARY PERPOWER ENGINEERSWETLAND DELINEATIONREPORT, OCTOBER 2021.20.00' WATERCOURSE SETBACK(ZONE 2) PER BMC 38.410.100.e30.00' WATERCOURSESETBACK (ZONE 1)PER BMC 38.410.100.e50.00' WATERCOURSE SETBACKPER BMC 38.410.100.eSITE PLAN RC-2 05/2023 LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510