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HomeMy WebLinkAbout072.04 C203_SouthwestSitePlanD D D 18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SDD [][][][][][][][][][][][][][][][][][][]N89°52'06"E 1330.04'N0°06'25"W 665.51'8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHSDYHDYHS15S15S15S15S 8W 8W 8W 8W 8W 8W 8W 8W 8W 6W16W16W16W16W16W16W16W16W16W16W16W16W16W16W6WDYHS 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WSS SS SS D D D 18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SDD E E E E E G NG NG NG NG NG NG NGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBP UTILUTILUTILUTILUTILUTIL UTILUTILUTILUTILUTIL NG NG NGUTILUTILUTILUTILUTILUTIL BPBP BP BPBPBPBP DYHWS WSFIREFIRE SSSSSSSS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S6WUD15S15S15S15S15S15S15S15S15S15S15SIR IR IR 8W8W8W 8W 8W 8W 8W 8W 8W6W WS WS E E E E E G NG NG NG NG NG NG NGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBP UTILUTILUTILUTILUTILUTIL UTILUTILUTILUTILUTIL NG NG NGUTILUTILUTILUTILUTILUTIL BPBP BP BPBPBPBP 24'R35', (TYP) 35' 6.5' 5' 6.5' 5' 60' ROW PARKING FACILITY #2 PARKING FACILITY #3 (3) PROPOSED 12" UTILITY CONDUITS, (TYP) ADA ACCESSIBLE STALLS, (TYP OF 2) ADA ACCESSIBLE STALLS, (TYP OF 2)HOMESTEAD AVENUEPROPOSED BUILDING D PROPOSED BUILDING B PROPOSED BUILDING H PROPOSED BUILDING A SIDEWALK, (TYP) SIDEWALK, (TYP)ADA ACCESSIBLE STALLS, (TYP OF 2) 7' 7' 5' 12' 6.5' 27.50' 8.5'8.5' 24' 20' (TYP) 10' (TYP) 30' PUBLIC UTILITY EASEMENT 10' PUBLIC UTILITY EASEMENT 10' PUBLIC UTILITY EASEMENT 30' PUBLIC UTILITY EASEMENT 7' R4.25' R4.25' R27.25' R1.75' R4.25' R4.25' R73.75' R46.25' R73.75' R46.25' R4.25' R4.25' R4.25' R4.25' R4.25' R27.25' R1.75' R4.75' R4.25' R4.25'R4.25'R4.25' 29.92' 25.50' 26' R4.25' 27.5' 26' 24' 26' 27.50' 24' R27.25' R4.25' R27.25' R1.75' R4.25' 24' 25.50'24' R4.25' R4.25' 20' PUBLIC STREET AND UTILITY EASEMENT 10' PUBLIC UTILITY EASEMENT 145' 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6475\005 - BUFFALO RUN - SITE PLAN\ACAD\SHEETS\6475.005 - C200 SITE PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jul/27/2022 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMAN MONTANA SW SITE PLAN (3 OF 4) 6475.005 09 C203 DH LH MEE 07/2022 30 6015300 SCALE IN FEET SITE PLAN SUBMITTAL - REV 3 07/2022 MATCH LINE C201 MATCH LINE C2041.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION 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 BY AGENCY, 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 C017 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS. 5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 6.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8"). 7.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. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER. 8.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED). 9.CONCRETE SHALL BE CLASS M-4000. 10.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALL BE SIX INCHES (6"). GENERAL NOTES: Know what's below. before you dig.Call R 07/26/2022 EXISTING 6" PERFORATED DRAIN PIPE 4 5 6 KEY NOTES: 1 2 3 4 5 6 7 , (TYP)7 , (TYP)7 PROPOSED SIDEWALK, (TYP)TRASH ENCLOSURE: SEE ARCH PLANS FOR DETAILS. BICYCLE PARKING CONCRETE PAD: MIN. OF 52 BIKE SPACES REQUIRED. SNOW STORAGE AREA PILE. ACCESSIBLE PARKING PAVEMENT SYMBOL REFER TO DETAIL 6 ON SHEET C701. INSTALL ACCESSIBLE AISLE HATCHING PAVEMENT MARKING WITH FOUR INCH (4") YELLOW PAINT AT THIRTY DEGREE (30°) ANGLE TO PARKING STALL SPACED AT 2.50' ON-CENTER. INSTALL NEW POST MOUNTED ACCESSIBLE PARKING SPACE SIGN ASSEMBLY REFER TO DETAIL 4 ON SHEET C701 FOR INSTALLATION NEW APPROACH PER CITY OF BOZEMAN STANDARD DETAIL 02529-12. DEAD END BARRICADE PER CITY OF BOZEMAN STANDARD DETAIL 09810-2. 10' SHARED USE ASPHALT PATH REFER TO DETAIL 9 ON SHEET C701. 8 9 2 10 9 9 10 MID-BLOCK CROSSWALK PER CITY OF BOZEMAN TYPE B STYLE THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. 1 1 2 C701 5 C701 LEGEND PROPOSED CONCRETE (4") PROPOSED CONCRETE (6") AREA TO BE PAVED FOWLER LANE IMPROVEMENTS SHOWN ARE PART OF SEPARATE OFFSITE SUBMITTAL ORIGINALLY SUBMITTED DECEMBER 30, 2021 CATCH CURB LAYDOWN CURB T TRANSITION CURB SPILL CURB 8