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HomeMy WebLinkAbout006 - C300 Site PlanSD SD SD D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDD D 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYH FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE W W W W W W W W W W W W W W W W WWBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP NG NG NG NG NG NG NGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS8S8S SSSSSSSSSSSSSS SS SS SS SS SS SS SS 101.19'199.71'42.00'101.19'N90°00'00"E 486.42' 30.00' N90°00'00"W 199.71' FIRE FIRE SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSD9.00' 9.00' 9.00' 18.50'24.00'18.50' R4.00'R4.00' R4.00'R4.00' EXISTING 10.00' PUE EXISTING 10.00' PUE EXISTING 20.00' PUBLIC ACCESS STORM EASEMENT 7.00' 6.00' 5.00' 5.00' 5.00' M HHHH HH VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2023COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\019 - SWX SITE PLANS 1-3\ACAD\SHEETS\001 CLUBHOUSE SHEETS\C300 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 Aug/31/2023 SRX CLUB HOUSE BOZEMAN MONTANA SITE PLAN 5659.019 5 C300 CMS CMS JAU 08/31/2023 1 SP1 RC1 8/31/23 CMS 10 205100 SCALE IN FEET EXISTING SWALE LEGEND PROPOSED CONCRETE SPILL CURB 1/C700 LAYDOWN CURB AREA TO BE PAVED CATCH CURB 1/C700 T TRANSITION CURB Know what's below. before you dig.Call R THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. 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.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C1.0 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 WITH SECTION 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 OF ANY 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. THE EXPANSION 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 OF BOZEMAN (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 COURSE BENEATH CURB AND GUTTER SHALL BE SIX INCHES (6"). GENERAL NOTES: PROPOSED BUILDING BROOKDALE DRIVE CANTER AVENUENOTES BY SYMBOL: LANDSCAPE FURNITURE: REFER TO ARCHITECTURAL & LANDSCAPE DRAWINGS FOR DETAILS BICYCLE PARKING CONCRETE PAD: BIKE RACKS REFER TO ARCHITECTURAL & LANDSCAPE DRAWINGS FOR CONSTRUCTION DETAILS AND NUMBER OF BICYCLE PARKING SPACES PROPOSED SNOW STORAGE EXISTING NON-RESIDENTIAL DRIVEWAY APPROACH: REFER TO COB DRAWING NO. 02529-13 1 2 3 4 5 6 ACCESSIBLE PARKING PAVEMENT SYMBOL (TYP. X2) REFER TO DETAIL 8 ON SHEET C701 7 INSTALL ACCESSIBLE AISLE HATCHING PAVEMENT MARKING WITH FOUR INCH (4") YELLOW PAINT AT THIRTY DEGREE (30) ANGLE TO PARKING STALL SPACE AT 2.50' ON-CENTER REFER TO DETAIL 10 ON SHEET C701 8 INSTALL NEW POST MOUNTED VAN ACCESSIBLE PARKING SPACE SIGN ASSEMBLY (TYP. X2) REFER TO DETAIL 7-9 ON SHEET C701 PROPOSED POOL FENCE SEE LANDSCAPING PLANS PROPOSED FENCE GATE SEE LANDSCAPING PLANS PROPERTY BOUNDARY EXISTING CONCRETE EXISTING ASPHALT 4 RESERVEDPARKINGVANACCESSIBLE$100 FINEPERMIT REQUIRED7 6 5 INSTALL NEW ACCESSIBLE PARKING RAMP REFER TO DETAIL 5 ON SHEET C701 8 PROPOSED PARKING LOT FENCE SEE LANDSCAPING PLANS 2 PROPOSED POOL 2 STAIRS AT 6.6" RISE SEE DETAIL 3/C702 3 VISION TRIANGLE 1 1 PARKING COUNT: TOTAL PARKING REQUIRED RECREATION CENTER: 1 SPACE PER 200 SQUARE FEET OF FLOOR AREA QUALIFYING AREA: 2,790.5 PARKING REQUIREMENT: 14 SPOTS PROVIDED PARKING: 17 ACCESSIBLE PARKING REQUIRED 1 - 25 PARKING SPACES REQUIRES 1 ACCESSIBLE SPACE (VAN ACCESSIBLE) PROVIDED ADA - 1 VAN ACCESSIBLE = NUMBER OF PARKING SPACES IN ROW OR GROUPX 98 No. 49499 CELINE M PROFESSIONAL E N G INEERM O N TANA LICENSED SAUCIER PROPOSED PARKING LOT FENCE SEE LANDSCAPING PLANS 1 1 1 1