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HomeMy WebLinkAbout007 C300 Site Plan30.00'DFEESTVTVP PTTVSWBTVBTVBTVBTVBTVBTVBTVBTVBTVBFBFBFBFBFBFBFBFNGNGNGNGNGNGBTVBTVBTVBTVBTVBTVBTVBTVBTVNGNGNGNGNGNGNGNGBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBP BP BTBTBTBTBTBTBTBTBTBTBTBTBTBT V BT V BT V BTV WWWWWWWWWW WWWWWSSSSS SP10.00'15.00'50.00'N12° 10' 17.93"E 71.705 N07° 51' 53.26"E 104.762 N02° 09' 09.87"E 59.109 N89° 24' 38.24"E 175.609 S01° 29' 36.30"W 23.225 S01° 29' 36.00"W 292.329 S89° 52' 29.92"E 86.602 L=63.37 R=2221.83 Δ 1°38'03" N01° 29' 36.30"E 83.558 R1.50'VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2025COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10554\001 - 3100 W HUFFINE\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 Oct/29/2025 VELOCITY CAR WASH BOZEMAN MONTANA SITE PLAN 10554.001 6 C300 CMS CMS MEE 1 CONR SUBMITTAL 06/28/24JAZ JAZ 15 307.515 0 SCALE IN FEET   PROPOSED CAR WASH 16.50' VACUUM TOWER FOOTINGS (TYP.) ALL VACUUM SPACES TO BE SIGNED "VACUUM SPACE" SEE A2.2 FOR DETAILS 16.50' 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 C100FOR 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: NOTES BY SYMBOL: PROPOSED SNOW STORAGE1 3 4 2 5 PROPOSED TRASH ENCLOSURE AND CONCRETE PAD W/ 50' STRAIGHTAWAY REFER TO ARCHITECTURAL PLANS FOR DETAILS 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 = NUMBER OF PARKING SPACES IN ROW OR GROUPX R1.50' R9.50'11.00' LEGEND PROPOSED CONCRETE AREA TO BE PAVED 1 ACCESSIBLE PARKING PAVEMENT SYMBOL REFER TO DETAIL 5 ON SHEET C602 189.21' TUNNEL 12.50'11.00' PROPOSED CURB EXISTING ACCESS DRIVE 5 4 55 CURB RAMP EXISTING RETAINING WALL TO REMAIN 21.77' BUILDING SETBACK 1 1 RESERVEDPARKING VANACCESSIBLE $100 FINEPERMIT REQUIRED 18.50' 5.00' 10.33' EXISTING RIGHT IN, RIGHT OUTMIXED-USED BLOCK FRONTAGETRAFFIC CIRCULATION (TYP.) PROPOSED CARWASH PAY KIOSKS R5.00' 13.40' 25.00'R4.50' EXISTING PROPERTY BOUNDARY EXISTING PROPERTY BOUNDARY BOUNDARY REALIGNMENT WITH MALL BOUNDARY REALIGNMENT WITH MALL 11.00'11.00' 3.00' 22.00' 18.50' 218.50' 28.00' 18.50' 18.50' R20.50' 11.33' 18.38' 30.88' RELOCATED JUNCTION CAN (SEE ELECTRICAL) R9.19' 27.00' NEW ADA RAMP COORDINATE WITH GALLATIN VALLEY MALL FOR CONNECTION R133.74' 18.50' 11.00' 18.00' EXISTING TREE TO REMAIN HUFFINE LANE / US HWY 191160-FT ROW (ARTERIAL)EXISTING MALL A C C E S S R O A D GALLATIN MALL GROUP LLC2280 GRANT ROAD SUITE ABILLINGS, MT 59102 GALLATIN MALL GROUP LLC 2280 GRANT ROAD SUITE ABILLINGS, MT 59102 8659 HUFFINE LLC PO BOX 1187BOZEMAN, MT 59771 MONTANA FISH & GAME DEPT.1420 E. 6TH AVENUEHELENA, MT 59601 16.50' 12.00'9.00'9.00' PROPOSED TRENCH DRAIN EXISTING LIGHT POLE TO REMAIN INGRESS/EGRESS (TYP.) 37.07' 43.18' RESERVEDPARKING VANACCESSIBLE $100 FINEPERMIT REQUIRED 10.00' PUE STREET VISION TRIANGLE STREET VISION TRIANGLE 9.00' 18.00' R7.00' R14.50' 49.50' INSTALL ADA PARKING SIGN REFER DETAIL 7 ON SHEET C602 3 3 50.00'STRAIGHT APPROAH(MOUNTED TO BUILDING) 4 5.00' R3.50'R9.50' NEW TRANSFORMER FOR WEST ENTRY LIGHTS 6 NEW BIKE RACKS REFER TO LANDSCAPE 6 7.00' 5.50' RELOCATED ELECTRICAL METER (SEE ELECTRICAL) EXISTING ELECTRICAL BOX (TO REMAIN)EXISTING ELECTRICAL BOX (TO REMAIN) 11.00' R9.50' 24.00' PROPOSED VERTICAL TRELLISES (SEE ARCH) NEW ADA RAMP COORDINATE WITH GALLATIN VALLEY MALL FOR CONNECTION PROPOSED STOP SIGN STOP R1-1 30"x30"