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Home My WebLink About005 C300 OVERALL SITE PLANF-350 SuperCab SRW SWB 4x2N89°30'03"E 145.78' S67°07 ' 2 5 " W 1 7 4 . 7 1' 158.51 'S0°59'08"W 104.41'N89°57'07"W 149.49'S0°00'00"W 228.59'S89°57'07"E 12.00'S0°00'00"E 174.80'16.20'S0°59'08"W 45.90'1.89' 20.00' S SPF-350 SuperCab SRW SWB 4x225.00' 9.50' R10.50' 30.50' 24.00' R15.50' R14.50' R12.00' R8.00' EX 10.00' WIDE PUBLIC UTILITY EASEMENT PROPOSED 10.00' WIDE PUBLIC UTILITY EASEMENT EX. 1.00' WIDE NO ACCESS EASEMENT PROPOSED BUILDING (SEE ARCH.) 15.00' 7.00' 5.00' 18.50' 30.50' 5.00' 8.00' 13.00' 9.00' 31.00' 37.01' 9.49' 10.00' S00° 00' 00.12"W 228.592 12.00'N0°00'00"E 179.96'EX 10.00' WIDE PUBLIC UTILITY EASEMENT R4.00' 5.00' R34.50' 9.00' 9.00' 9.00' 33.82' 5.00' R4.00' R4.00' R4.50' R2.50' R4.00' R9.50' EX 50.00' PUBLIC ACCESS AND UTILITY EASEMENT 4.00' 20 4010200 SCALE IN FEET WEST OAK STREET LOT 1 2 NORT H W E S T C R O S SI N G LEGEND PROPOSED CONCRETE EXISTING ASPHALT EXISTING CONCRETE AREA TO BE PAVED 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (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.SHEET C100 FOR FOR 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: NOTES BY SYMBOL: TRASH ENCLOSURE WITH 50' APPROACH: REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION DETAILS BICYCLE PARKING CONCRETE PAD2 5 PROPOSED CONCRETE PATIO AREA 4 3 6 PEDESTRIAN CROSSING: SCORED CONCRETE REFER TO DETAIL 2 ON SHEET C601 FOR CONSTRUCTION DETAILS SNOW STORAGE AREA PILE THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. ACCESSIBLE PARKING PAVEMENT SYMBOL: REFER TO DETAIL 3 ON SHEET C602 FOR CONSTRUCTION DETAILS 8 7 9 ACCESSIBLE PARKING PEDESTRIAN RAMP: REFER TO DETAIL 6 ON SHEET C601 FOR CONSTRUCTION DETAILS PEDESTRIAN RAMP-BOULEVARD STYLE: REFER TO DETAIL 5 ON SHEET C601 FOR CONSTRUCTION DETAILS 10 INSTALL ACCESSIBLE AISLE HATCHING PAVEMENT MARKING WITH FOUR INCH (4") WHITE 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 DETAILS 1 & 2 ON SHEET C60211 PROPOSED LAYDOWN CURB WITH FUTURE PARKING TO BE BUILT TO THE EAST12 Know what's below. before you dig.Call R Know what's below. before you dig.Call R PROPOSED 3' WIDE VALLEY GUTTER: REFER TO DETAIL 4 ON SHEET C60213 1 LOT 1 0 NORT H W E S T C R O S SI N G 1 3 5 5 15 7 6 8 8 8 9 9 10 12 11 5 10 EXISTING PROPERTY BOUNDARY PROPOSED PROPERTY BOUNDARY RELOCATION DAYSPRING DRIVE 2 LOT 9 NORT H W E S T C R O S S I N G LOT 6 NORTH W E S T C R O S S I N G EX SHARED USE PATH PROPOSED VEHICLE TURNING MOVEMENT (FORD F350) MIXED-USE BLOCK FRONTAGE MIXED-USE BLOCK FRONTAGE VEHICLE PARKING CALC REQUIRED:2,325 SF (RESTAURANT) B-2M STANDARD MINIMUM PARKING REQ'D (PER 38.540.050-6) RESTAURANT: 2,325 SF / 1000 = 2.325 x 5 = 11.6 TOTAL PARKING REQ'D = 12 STALLS PROVIDED:10 (STANDARD) 2 (ADA) 10 (IN DAYSPRING DRIVE) 22 STALLS BIKE PARKING CALC REQUIRED:RESTAURANT: 2,325 SF / 1000 = 2.325 x 2.5 = 5.8 TOTAL PARKING REQ'D = 6 STALLS PROVIDED:8 STALLS 4 4 4 5 14 = NUMBER OF PARKING SPACES IN ROW OR GROUPX PROPOSED LIGHTS (TYP.): REFER TO ELECTRICAL PLANS FOR DETAILS 2 13 No. 49499 CELINE M PR O FESSIONAL E N G INEERM O N TANA LICENSE D SAUCIER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\022 - NWX LOT 11 SITE PLAN\ACAD\SHEETS\C300 OVERALL SITE PLAN.DWGREVISIONS 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 PLOTTED BY:CELINE SAUCIER ON Jul/10/2024 NWX CHIPOTLE 1438 DAYSPRING AVENUE, BOZEMAN MT 59718 BOZEMAN MONTANA OVERALL SITE PLAN 5659.022 5 C300 CGD CMS CMS 5/31/2024 PAVING LIMITS 14 7 15 TRANSFORMER PAD: REFER TO ELECTRICAL DRAWINGS FOR CONSTRUCTION DETAILS PEDESTRIAN RAMP-CURB RETURN STYLE: REFER TO DETAIL 7 ON SHEET C601 FOR CONSTRUCTION DETAILS 16 PROPOSED STAIRS (3 @ 6.6" RISE) REFER TO DETAIL 5 ON SHEET C602 16 R10.50' SAW CUT AND REMOVE EXISTING CURB FOR ACCESS DRIVE 17 DRIVE THRU LANE WAITING STALL 17 PROPOSED HEAVY DUTY CONCRETE (9/C601)