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HomeMy WebLinkAbout15063_02_C3.2IN PATIENT BUILDINGBUILDING BUILDING BUILDING STRUCTURE BU I L D I N G PARKINGPARKING PA R K I N G PA R K I N G PARKING PARKING PA R K I N G PA R K I N G FACILITIES PARKING B2B1 A1 A2 2 CURB AND GUTTER EXISTING PROPOSED FUTURE SS ST 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 " B " 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 C3.2 - 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 "B" PHASING PLAN PHASE 1 IMPROVEMENTS SANITARY SEWER IMPROVEMENTS -EXTENSION OF 12-INCH SANITARY SEWER MAIN FROM DAVIS LANE TO THE ROUNDABOUT ALONG STREET "A" WATER MAIN IMPROVEMENTS -EXTENSION OF A 16-INCH WATER MAIN FROM DAVIS LANE TO THE ROUNDABOUT ALONG STREET "A" STORM DRAIN IMPROVEMENTS -STORM DRAIN INLETS AND ON-SITE UNDERGROUND STORMWATER DETENTION AREA ON THE WEST END OF PHASE 1 STREET "A" 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 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 -EXTENSION OF AN 8-INCH SANITARY SEWER MAIN ALONG STREET "B" SOUTH OF THE ROUNDABOUT AS REQUIRED BY FOR FUTURE DEVELOPMENT WITHIN ZONE "B" EXTENSION OF SANITARY SEWER MAINS INTO ZONE "B" AS REQUIRED FOR FUTURE DEVELOPMENT IN ZONE "B" WATER MAIN IMPROVEMENTS -EXTENSION OF A 12-INCH WATER MAIN ALONG STREET "B" SOUTH OF THE ROUNDABOUT AS REQUIRED FOR FUTURE DEVELOPMENT WITHIN ZONE "B" -EXTENSION OF A 12-INCH WATER MAIN ALONG THE SOUTH PROPERTY LINE OF ZONE "B" AS REQUIRED FOR FUTURE DEVELOPMENT WITHIN ZONE "B" -EXTENSION OF A 12-INCH WATER MAIN ALONG THE WEST BOUNDARY OF ZONE "B" AS REQUIRED FOR FUTURE DEVELOPMENT WITHIN ZONE "B" -EXTENSION OF WATER MAINS INTO ZONE "B" AS REQUIRED FOR FUTURE DEVELOPMENT IN ZONE "B" STORM DRAIN IMPROVEMENTS -STORM DRAIN INLETS AND ON-SITE UNDERGROUND STORMWATER DETENTION AS REQUIRED FOR FUTURE STREET EXTENSIONS OF STREET "A" -STORM DRAIN INLETS AND ON-SITE UNDERGROUND STORMWATER DETENTION AS REQUIRED FOR FUTURE STREET EXTENSIONS OF STREET "B" -INTERNAL STORM DRAIN INLETS AND ON-SITE UNDERGROUND STORMWATER DETENTION AS REQUIRED FOR FUTURE STREET EXTENSIONS INTO ZONE "B" -POSSIBLE INTERNAL STORM DRAIN EXTENSIONS INTO ZONE "B" WITH OUTFALL TO CATTAIL CREEK TO THE WEST AT OR BELOW PRE-DEVELOPED RUNOFF RATES STREET IMPROVEMENTS -EXTENSION OF STREET "A" TO A LOCAL STREET STANDARD TO DAVIS LANE AS NECESSARY FOR FUTURE DEVELOPMENT IN ZONE "B" -WIDENING OF THE EAST SIDE OF DAVIS LANE TO A MINOR ARTERIAL STREET SECTION UPON CONNECTION OF STREET "A" TO DAVIS LANE -EXTENSION OF STREET "B" TO A LOCAL STREET STANDARD TO THE SOUTH OF THE ROUNDABOUT AS NECESSARY FOR FUTURE DEVELOPMENT IN ZONE "B" -CONSTRUCTION OF SIDEWALK/MULTI-USE PATHS ALONG THE FUTURE DEVELOPED FRONTAGES OF ZONE "B" CATTAIL CREEK IMPROVEMENTS -WIDENING OF CATTAIL CREEK CROSS SECTIONS W AND Z AS DEFINED IN THE FLOOD HAZARD ANALYSIS UPON FUTURE DEVELOPMENT WITHIN ZONE "B" ZONE A ZONE B ZONE C ZONE D ZONE DELINEATION LEGEND NOT TO SCALE ZONE "B" 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 4 : 5 1 , 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