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HomeMy WebLinkAbout056 - C300 Site Plan IndexSD SD SD SDSDSDSDBP BT BT BT BT BT BTBPBP BP BPBT BT BT BTBPBPBP BP BP BP BP BPBP BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBP BP BP BP BPBPBPBTBPBPBPBPBTBTBTBTBT BT BT BT BTBT BTBP BP BP BP BP BP BPBP BT BT BT BT BT BTBPBP BP BPBT BT BT BTBPBPBP BP BP BP BP BPBT BT BT BT BT BT BT BT BT BT BT BT BTBTBP BP BP BP BPBPBPBTBPBPBPBPBT BT BT BT BTBT BTBP BP BP BP BP BP BPBTBTBTBTSD SD D >>>>>>>>>>>>>>>>>SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD D >>>>>>>>>>>>>>>> SD SD SD SDSDSDD D SD SD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDD D D D D D SD D 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHD YH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W W B B B B DYH FIRE FIRE FIRE W W W W W W W W W W W W W W W WWWWWWWWWWW W WW W W WW8W 8W 8W 8WB 8W 8W 8W 8WB DYHWWWWWWWWWW W W W W W W W W W W WWWWW W WS WS WS WS NG NG NG NG NG NG NGNGNGNG 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8S8S8S8S8S8S8S8SS S8S SS 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S S S SS S S 8S 8S 8S 8S 8S 8S 8S 8SS 8S 8S 8S 8SS SSSSSS S SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSSSSSSSSSSSS333.91'L=87.04'58.54'728.45'62.01'465.11'101.19'199.71'42.00'101.19'LOT 1 1.94 acs. N90°00'00"W223.21' N90°00'00"W226.71'427.50'43.07'L=100.30'L=21.55'289.22'56.49'17.44'BLOCK 4 N90°00'00"E 309.42'S0°00'00"E420.41'N90°00'00"E 486.42' 30.00'30.00'30.00'30.00'S0°00'00"E 521.60'N90°00'00"W199.71' BLOCK 5 N0°00'00"E 385.75'427.50'177.00'176.94' O.S. 6 0.24 acs. O.S. 7 0.22 acs. M HH HHHHHH HH HH HH HH 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\002 BLOCK 5 LOT 2 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/01/2023 SRX BLOCK 5 LOT 2 BOZEMAN MONTANA SITE PLAN INDEX 5659.019 5 C300 CMS CMS JAU 8/1/2023 30 6015300 SCALE IN FEET 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: BROOKDALE DRIVE CANTER AVENUEEXISTING CONCRETE EXISTING ASPHALT No. 49499 CELINE M PROFESSIONAL E N G INEERM O N TANA LICENSED SAUCIER SHEETS SITE & UTILITY C301 GRADING C401 SHEETS SITE & UTILITY C302 GRADING C402 PROPOSED HEAVY DUTY CONCRETE (6" THICK) 2 C701 4 C701