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HomeMy WebLinkAbout15063_02_C3.1BUILDINGBUILDING BUILDING BUILDING BUI L D I N G BUI L D I N G PARKING PARKING PARKING PAR K I N G PARKING STRUCTURE 1 ACC 2 B2B1 A1 A2 C1 C2 PA R K I N G B U I L D I N G A3 CURB AND GUTTER EXISTING PROPOSED FUTURE SS SD W 0 60 SCALE: 1" = 60' 1203060 NORTH FI L E : PR O J E C T N O : CA D : QU A L I T Y A S S U R A N C E : DR A W I N G H I S T O R Y DA T E D E S C R I P T I O N ZO N E " A " D E T A I L BI L L I N G S C L I N I C B O Z E M A N C A M P U S PH A S E I I N F R A S T R U C U T R E I M P R O V E M E N T S BO Z E M A N , M O N T A N A C3.1 - 15 0 6 3 _ 0 2 _ M A S T E R P L A N . D W G BG 06 / 2 3 / 2 0 MA S T E R S I T E P L A N A P P L I C A T I O N 09 / 0 4 / 2 0 ----- MA S T E R S I T E P L A N R E V I S I O N # 1 ----- - - 15 0 6 3 . 0 2 LEGEND SANITARY SEWER STORM DRAIN WATER PHASE 1 IMPROVEMENTS ZONE "A" PHASING PLAN PHASE 1 IMPROVEMENTS SANITARY SEWER IMPROVEMENTS -EXTENSION OF 12-INCH SANITARY SEWER MAIN FROM DAVIS LANE TO THE ROUNDABOUT ALONG STREET "A" -EXTENSION OF AN 8-INCH SANITARY SEWER MAIN FROM STREET "A" NORTH INTO ZONE "A" ALONG THE WEST INTERNAL ROAD WATER MAIN IMPROVEMENTS -EXTENSION OF A 16-INCH WATER MAIN FROM DAVIS LANE TO THE ROUNDABOUT ALONG STREET "A" -EXTENSION OF A 12-INCH WATER MAIN FROM THE ROUNDABOUT TO THE NORTH PROPERTY LINE ALONG STREET "B" -EXTENSION OF A 12-INCH WATER MAIN FROM STREET "B" TO WESTLAKE ROAD ALONG THE PARALLEL TO THE NORTH PROPERTY LINE STORM DRAIN IMPROVEMENTS -STORM DRAIN INLETS AND ON-SITE UNDERGROUND STORMWATER DETENTION AREA ON THE WEST END OF PHASE 1 STREET "A" -STORM DRAIN INLETS AND ON-SITE UNDERGROUND STORMWATER DETENTION FOR STREET "B" STREET IMPROVEMENTS -CONSTRUCTION OF STREET "A" TO A LOCAL STREET STANDARD ALONG THE DEVELOPED FRONTAGE OF PHASE 1 UP TO THE ROUNDABOUT -CONSTRUCTION OF A SINGLE-LANE ROUNDABOUT IN THE CENTER OF THE SITE -CONSTRUCTION OF STREET "B" TO A LOCAL STREET STANDARD FROM THE ROUNDABOUT TO EAST VALLEY CENTER ROAD -WIDENING OF EAST VALLEY CENTER ROAD ALONG PROPERTY PHASE 1 FRONTAGE TO ALLOW FOR WESTBOUND LEFT TURN LANE -CONSTRUCTION OF SIDEWALKS/MULTI-USE PATHS ALONG THE DEVELOPED FRONTAGE OF PHASE 1 -CONSTRUCTION OF A TEMPORARY GRAVEL TURNAROUND AT THE WEST END OF THE PHASE 1 STREET "A" IMPROVEMENT FUTURE IMPROVEMENTS SANITARY SEWER IMPROVEMENTS -NO FUTURE SANITARY SEWER MAIN IMPROVEMENTS ARE ANTICIPATED FOR ZONE "A" WATER MAIN IMPROVEMENTS -EXTENSION OF A 12-INCH WATER MAIN ALONG WESTLAKE ROAD FROM EAST VALLEY CENTER TO THE WEST EDGE OF THE PROPERTY FRONTAGE AS REQUIRED BY FUTURE DEVELOPMENT WITHIN PHASE "A" STORM DRAIN IMPROVEMENTS -STORM DRAIN INLETS AND ON-SITE UNDERGROUND STORMWATER DETENTION AS REQUIRED FOR FUTURE STREET EXTENSIONS OF STREET "A" -POSSIBLE STORM DRAIN EXTENSION ALONG WESTLAKE ROAD TO CATTAIL LAKE CREEK AS REQUIRED BY FUTURE DEVELOPMENT STREET IMPROVEMENTS -EXTENSION OF STREET "A" TO A LOCAL STREET STANDARD TO DAVIS LANE AS NECESSARY FOR FUTURE DEVELOPMENT IN ZONE "A" -WIDENING OF THE EAST SIDE OF DAVIS LANE TO A MINOR ARTERIAL STREET SECTION UPON CONNECTION OF STREET "A" TO DAVIS LANE -EAST VALLEY CENTER IMPROVEMENTS AS DETERMINED BY TRAFFIC IMPACT STUDY UPDATES FOR FUTURE DEVELOPMENTS WITHIN ZONE "A" -CONSTRUCTION OF SIDEWALK/MULTI-USE PATHS ALONG THE FUTURE DEVELOPED FRONTAGE OF PHASE 1 -CONSTRUCTION OF WESTLAKE ROAD TO A LOCAL STREET STANDARD FROM EAST VALLEY CENTER ROAD TO THE WEST EDGE OF THE PROPERTY FRONTAGE UPON DEVELOPMENT OF PARKING STRUCTURE #1 OR AS REQUIRED BY FUTURE DEVELOPMENT WITHIN ZONE "A" ZONE A ZONE B ZONE C ZONE D ZONE DELINEATION LEGEND NOT TO SCALE ZONE "A" GENERAL NOTES: 1.ALL FUTURE PHASE, ON-SITE AND OFF-SITE, PROPOSED STREET AND UTILITY IMPROVEMENTS ARE TO BE FURTHER EVALUATED AT THE TIME OF FUTURE DEVELOPMENT BASED UPON SPECIFIC FUTURE DEVELOPMENT REQUIREMENTS AND WILL BE REVIEWED AND APPROVED BY THE CITY AT THAT TIME. ALL FUTURE IMPROVEMENTS WILL NEED TO MEET CITY REQUIREMENTS. 2.TRAFFIC IMPACT STUDY UPDATES SHALL BE PROVIDED UPON PLANNING AND DEVELOPMENT OF FUTURE PHASES TO ADDRESS TRANSPORTATION NEEDS. 3.ALL BUILDING FINISHED FLOOR ELEVATIONS (FFE) SHALL BE A MINIMUM OF 2 FEET ABOVE THE BASE FLOOD ELEVATION. P:\ 1 5 0 6 3 _ 0 2 _ M i n o r _ S u b _ 2 2 1 _ B l g s _ C l i n i c _ B o z _ O f f - S i t e _ I m p _ P M \ C A D D _ C 3 D \ P R O D U C T I O N _ D W G \ O N - S I T E \ N E W O N - S I T E 0 5 1 2 2 0 \ 1 5 0 6 3 _ 0 2 _ M A S T E R P L A N . d w g , 9 / 4 / 2 0 2 0 1 4 : 0 3 : 5 7 , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1