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HomeMy WebLinkAbout17.0 LSMT_BZN_Civil_Site Plan 02 05 19 5Y D H D D D D R 4 . 0 0 9 10 7 40. 0 0 45. 0 0 20. 0 0 25.00 BUILDING SETBACK H Y D H Y D H Y D W S O W S O W S O W S O S S S S S W S O W S O t v t v t v t v t v t v t v t v t v 10. 0 0 M P C GAS E A S E M E N T 10.00 BUILD I N G SETBA C K 10.00 BUILD I N G SETBA C K 50. 0 0 LA N D S C A P E BU F F E R 9. 0 0 1.0 0 AC C E S S EAS E M E N T REFER TO LANDSCAPE PLANS FOR SCREENING REFER TO LANDSCAPE PLANS FOR SCREENING NEW HYDRANT LOCATION PROPOSED BUILDING 11,062 SF 29 6 2 S F S T O R A G E F R O N T A G E R O A D S T A T E H W Y 2 0 5 (G A T E W A Y B L O C K F R O N T A G E ) S W A L E , M D T P R O P E R T Y , N O M A J O R D I S R U P T I O N T O L A N D SP R I N G H I L L R O A D (G A T E W A Y B L O C K F R O N T A G E ) R E E V E S R O A D W ( M I X E D U S E B L O C K F R O N T A G E ) SW A L E , M D T P R O P E R T Y , N O MA J O R D I S R U P T I O N T O L A N D S H A R E D U S E P A T H P E R B O Z E M A N T R A N S P O R T A T I O N M A S T E R P L A N P A G E 1 0 6 / 1 0 9 50 X 5 0 C A N O P Y TRUCK LOCATION FOR LOADING AND UNLOADING ACTIVITIES OVERHEAD LOADING / UNLOADING DOOR 20. 0 0 10 0 . 0 0 35. 0 0 10 0 . 0 0 10 ' U T I L I T Y E A S E M E N T / L A N D S C A P E D S E T B A C K 10 ' U T I L I T Y E A S E M E N T 28 8 . 8 1 F R O N T A G E / L O T D I M E N S I O N 41 1 . 7 1 F R O N T A G E / L O T D I M E N S I O N 10.00 UTILIT Y EASEM E N T / LANDS C A P E D SETBA C K 19 7 . 2 0 L O T D I M E N S I O N 3 3 2 . 1 1 L O T D I M E N S I O N 1 2 1 . 2 2 L O T D I M E N S I O N 3 C400 SIDEWALK (TYP.) 2 C401 CATCH CURB (TYP.) 16 . 0 0 4" WHITE STRIPING (TYP.) 6 C400 ADA PARKING STRIPING R5.00 R 8 . 0 0 12. 0 9 1 C401 SPILL CURB (TYP.) R4 . 0 0 10 C400 ADA SIGN 3 C400 REINFORCED CONCRETE 2 C401 DRIVE APPROACH DETENTION POND AREA VEN T U R E W A Y 3 5 . 0 0 104.8 2 D R I V E W A Y D I M E N S I O N 3 5 . 0 0 R 5 . 0 0 R 5 . 0 0 R5.0 0 R2.00 R 2 . 0 0 R4.00 31. 0 0 3 5 . 0 0 R2 0 . 0 0 R25 . 0 0 R100 . 0 0 R15.00 1 3 2 . 1 7 D R I V E D I M E N S I O N EXISTING COMMERCIAL DRIVE R6.00 R59 . 0 0 R6. 0 0 R39 . 0 0 R29.0 0 R 1 0 5 . 0 0 R 1 1 0 . 0 0 CITY OF BOZEMAN ZONE B-1 GALLATIN COUNTY ZONE RS 2 C401 DRIVE APPROACH 2 C401 DRIVE APPROACH 3 C400 REINFORCED CONCRETE STREET VISION TRIANGLE STREET VISION TRIANGLE STREET VISION TRIANGLE STREET VISION TRIANGLE STREET VISION TRIANGLE STREET VISION TRIANGLE TRUCK TRAFFIC FLOW SNOW STORAGE AREA SNOW STORAGE AREA SNOW STORAGE AREA SNOW STORAGE AREA 3 3 2 . 0 3 11.00 S H A R E D U S E PATHW A Y E A S E M E N T PATHWAY EASEMENT FOLLOWS PATH 1 C401 CATCH CURB (TYP.) R 5 . 0 0 R2.00 BICYCLE PARKING MAGLIN MBR500-S SEE LANDSCAPE FOR DETAIL BENCH AND TRASH CAN SEE LANDSCAPE N 5 3 ° 2 8 ' 0 7 . 8 6 " W 4 7 1 . 7 1 4 ' L=121.219, R=120.000 D=57.8779 S21° 23' 01.76"E 332.032' L=197.197, R=155.136 D=72.8299 L=197.197, R=155.136 D=72.8299 L=258.844, R=557.500 D=26.6021 N25° 43' 02.41"E 30.040' 20.0 0 S H A R E D US E A C C E S S EA S E M E N T TRUCK TRAFFIC FLOW 25.0 0 PROPERTY SOUTH OF FRONTAGE AND RAILROAD IS CITY OF BOZEMAN ZONED M-2 EXISTING CULVERT EXISTING CULVERT EXISTING BURIED CULVERT EXISTING CULVERT THERE ARE NO PONDS, STREAMS OR IRRIGATION DITCHES WITHIN OR ADJACENT TO THE PROPERTY. THE NEAREST WATER COURSE IS THE EAST GALLATIN RIVER LOCATED APPROXIMATELY 2,000 FT NORTH OF THE PROPERTY. NO WETLANDS EXIST ON THE SITE AND THE SITE IS LOCATED IN ZONE X (OUTSIDE OF THE FLOOD PLAIN) PER FIRM PANEL 30031C0802D ALL WORK WITHIN MDT R/W MUST COMPLY WITH MDT STANDARD SPECIFICATIONS LIGHT POLE SEE PHOTOMETRIC PLAN FOR DETAIL 5 3 TRASH ENCLOSURE SEE ARCHITECTURE FOR DETAILS UNDERGROUND INFILTRATION POND SEE C201 FOR DETAIL (TYP) UNDERGROUND INFILTRATION POND SEE C201 FOR DETAIL (TYP) EXTEND EXISTING CULVER 42' SEE C201 FOR DETAIL EXISTING CULVERT CITY OF BOZEMAN ZONE B-1 CAR TRAFFIC MOVEMENT CAR TRAFFIC MOVEMENT TIRE CENTER USES CALCULATION STALL MINIMUM STALL MAXIMUM (125% OF MIN.) PROVIDED STALLS ADA REQUIRED SPACES SERVICE BAYS (8)2 PER BAY 16 20 -- RETAIL (1550 SF)1 PER 300 SF 6 8 -- OFFICE (1200 SF)1 PER 250 SF 5 6 -- WAREHOUSE (6,515 SF)1 PER 1000 SF 7 9 -- TOTAL -34 43 34 2 PARKING TABLE (PER TABLE 38.540.050-3 OF UDC) LEGEND SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY / CONTROL POINT WATER SHUTOFF TRANSFORMER TELEPHONE OR TELEVISION PEDESTAL POWER METER OR POWER HANDHOLE DECIDUOUS TREE CONCRETE ASPHALT LANDSCAPING SANITARY SEWER LINE FOUND YELLOW PLASTIC CAPPED REBAR '5606' OR AS NOTED CONTROL POINT SIGNAL POLE W S O WATER VALVE SINGLE POLE SIGN DOUBLE POLE SIGN LIGHT POLE - ONE LIGHT AND DIRECTION H Y D S CALCULATED POINT - NOTHING FOUND OR SET EMPLOYEE PARKING - 8 SPACES,1,440 SF) (CUSTOMER PARKING - 26 SPACES, 4,680 SF) 5327.9 Max 68.5° HorizMax 10° Vert 43.5 4 2.5 23.5417.4 4.2 WB-67 - Interstate Semi-TrailerOverall Length 73.501ftOverall Width 8.500ftOverall Body Height 13.500ftMin Body Ground Clearance 1.334ftMax Track Width 8.500ftLock-to-lock time 6.00sMax Steering Angle (Virtual)28.40° ©| ALL RIGHTS RESERVED ® DRAWN BY | REVISIONS CHECKED BY | LE S S C H W A B T I R E C E N T E R BO Z E M A N , M O N T A N A 5 9 7 1 8 11 0 0 R E E V E S R O A D SITE PLAN APPLICATION 02.05.2019 2019 1 C100 SITE PLAN NORTH 12.11.18 08:44 AM | L:\LesSchwab\New\LSMT_BZN\BIMCAD\Civil\LSMT_BZNC100.dwg C100 SITE PLAN WALKER GRAHAM SITE PLAN NOTES 1.THE CONTRACTOR SHALL REFER TO BUILDING PLANS FOR LOCATION AND DIMENSIONS OF SLOPED PAVING, EXIT PORCHES, TRUCK DOCKS, BUILDING DIMENSIONS, BUILDING ENTRANCE LOCATIONS, TOTAL NUMBER, LOCATIONS AND SIZES OF ROOF DOWNSPOUTS. 2.ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS SHOWN IN THE NATIONAL MANUAL ON UNIFORM CONTROL DEVICES FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THE PLANS. 3.ALL CURB RADII DIMENSIONS SHOWN ARE TO FACE OF CURB. 4.ALL PAVING DIMENSIONS ARE TO FACE OF CURB, FACE OF BUILDING, PROPERTY LINES, UNLESS OTHERWISE NOTED. 5.ALL COORDINATES SHOWN ARE TO FACE OF CURB OR OUTSIDE OF WALL. 6.THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT AND VERIFY AGAINST THE PLANS. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 7.THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT AT ADJACENT ROADWAYS AND VERIFY AGAINST THE PLAN. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 8.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 9.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. PAVING NOTES 1.PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 2.PAVEMENT SECTION RECOMMENDATIONS WERE TAKEN FROM THE PROJECT GEOTECHNICAL REPORT. 60'30'15'0 LAND PARCEL SIZE GROSS ACRES (SUBJECT SITE) = 2.14 ACRES SQUARE FOOTAGE (SF) = 93,098 SF 2 C101 CIRCULATION VEHICLE NTS THIS PROJECT HAS BEEN DESIGNED TO BE ADA COMPLIANT CAR TRAFFIC MOVEMENT CAR TRAFFIC MOVEMENT