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HomeMy WebLinkAboutAS1.2 - SITE PLAN ENLARGED @ GROUND_05-10-19PF UP PF UP 2 S T O R Y R E T A I L / OF F I C E B U I L D I N G 16 , 3 4 0 S Q . F T . ( A L L O W E D ) (8 , 1 7 0 S Q . F OO T P R I N T ) VA L L E Y C O M M O N S D R I V E 1 81 SS WT R WT R WT R S S F I R E W T R W T R F I R E U G E U G E U G E 49 , 7 5 7 S F 1. 1 4 a c r e s BL O C K 3 , L O T 4 14 , 1 9 8 S F 0. 3 3 a c r e s BL O C K 3 , L O T 3 90 ° 0 0 ' 0 0 " 16 2 . 8 1 ' N E 0 ° 0 0 ' 0 0 " 1 1 8 . 0 0 ' N E 4 8 1 4 ' 4 8 1 4 ' 4 8 1 4 ' 4 8 1 4 ' 4 8 1 4 ' 4 8 1 4 ' PL PL PL P L PL P L P L S T S T S T S T S T S T S T S T S T ST ST ST F R O N T S . B . 1 0 ' - 0 " SI D E S . B . 5' - 0 " CO N S T R U C T I O N D U M P S T E R ST M ST M W T R S S S S F I R E ST M P L P L P L 0 ° 2 6 ' 0 6 " 3 0 7 . 8 4 ' S W PL S I D E S .B . 5 ' - 0 " PL A N T I N G AR E A , T Y P . PL A N T I N G A R E A PL A N T I N G A R E A EX I S T I N G DU M P S T E R A R E A EX I S T I N G SI D E W A L K NE W S I D E W A L K ST R E E T EN T R A N C E LO T ( R E A R ) EN T R A N C E FE N C E D C O N S T R U C T I O N AR E A FE N C E D C O N S T R U C T I O N AR E A BO U L E V A R D T R E E S - P E R AP P R O V E D M A S T E R P L A N BI K E R A C K 6 ' - 0 " 4 ' - 0 " C O M M G A S BI K E R A C K BI K E R A C K BU I L D I N G E N V E L O P E 6' - 0 " T A L L M E C H A N I C A L SC R E E N D B L . D O O R S EL E C . M E T E R S GA S M E T E R S 8 " 1' - 0 1 / 2 " 1 1 1 1 1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.DRIVEWAY TO BE ASPHALT. ALL WALKS AND PADS ARE TO BE CONCRETE U .N.O.ROCK RETAINING WALLS ARE TO BE CONSTRUCTED WITH LARGE ROCKS/BOU LDERS AND STACKED STEPPING BACK INTO THE S LOPE OF THE GRADE AND TAPERING DOWN WITH THE GRADE BEING RETAINED. THE STACKING OF THE ROCKS SHOULD LOOK NA TURALLY STACKED IN APPEARANCE.UTILITIES SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ON SI TE AND W/ LOCAL UTILITY PROVIDER.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIE S PRIOR TO THE BEGINNING OF CONSTRUCTION.COORDINATE UTILITY HOOKUPS WITH CITY AND NEIGHBORING PROPERTY O WNERS TO NOTIFY THEM OF THE ACTIVITY AND ANTICIPATED DURATION. THE INSTALLATION OF THE SANITARY SEWER AND WATER SERVICE LINES FROM THE EASEMENT LINE TO THE BU ILDINGS ARE THE RESPONSIBILITY OF THE UT ILITY CONTRACTOR FOR THIS PROJECT. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT TO VERIFY ADEQUATE FALL FOR SEWER SERVICE. ALL CONDUIT FOR STREET AND LOT LIGHT(S) SHALL BE UL LISTED COND UIT FOR ELECTRICAL USE AND SHALL BE GRAY OR RED SCHEDULE 40 PVC.WARP CONCRETE WALKS TO SLABS OR @ FLOOR LEVEL ENTRY @ 1/8" PER FT. AND TO MEET ACCESSIBILITY REQUIREMENTS.ALL FLATWORK SCORING LINES OR JOI NTS SHALL BE HAND-TOOLED (NOT SAW-CUT). SCORING PATTERN FOR SIDEWALKS SHALL BE DONE ACCORDING TO THE PRE-ESTABL ISHED AND APPROVED PATTERN, DESIGN AND SPECIFICATIONS.CONTRACTION JOINTS SHALL BE PLAC ED AT 10' INTERVALS AND SHALL H AVE A MINIMUM DEPTH OF 3/4" AND MINIMUM WIDTH OF 1/8".1/2" EXPANSION JOINT M ATERIAL SHALL BE PLAC ED AT ALL P.C.S, P.T .S, CURB RETURNS AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXT END THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.MAINTAIN 6" MIN. CLEARANCE FROM TOP OF FOUNDATION TO GRADE @ FA CE OF FOUNDATION. REPAIR RUTS, DEPRESSIONS AND TRENCHES WITHIN THE PROPERTY LINE TO FINISH ELEVATION & GRADE. REMOVE RUBBISH FROM SITE INTO A CONTAINER OR REMOVE FROM SITE O N A DAILY BASIS. PREVENT RUBBISH & WASTE MATERIALS FROM BLOWING ONTO ADJACENT PR OPERTY DURING CONSTRUCTION.CONTRACTOR TO PROVIDE ADEQUATE FENCING AND CONTAINMENT OF TRASH AND MATERIAL STORAGE IN AREAS INDICATED ON SIT E PLAN TO PREVENT WIND BLOWN D EBRIS FROM ENTERING ON TO ADJACENT LOTS. CONTRACTOR IS ALSO RESPONSIBLE F OR DAILY CLEANUP OF TRASH AND MATERIALS. REFER TO ROOF PLAN FOR DOWNSPOUT LOCATIONS. DOWNSPOUT EXTENSIO NS SHALL BE INSTALLED AT BASE OF DOWNSPOUT EXTENDING 4' FROM FOUNDATION. W HERE DOWNSPOUT INTERFERES W/ SIDEWALK OR CONC. SLAB CONNECT DOWNSPOUT TO UNDER SLAB DRAIN SLEEVE.SITE PLAN - GE NERAL NOTES:C L F MH T E CSITE SYMBOL LEGEND CENTERLINE WATER VALVE FIRE HYDRANT MANHOLE TELEPHONE SERVICE PEDESTAL ELECTRICAL SERVICE PEDESTAL CABLE TV SERVICE PEDESTAL T.O.S=100'-0"SPOT ELEVATIONTFELECTRICAL TRANSFORMER NOTE: NOT ALL SYMBOLS MAY BE PRESENT ON PLAN. PATH OF TRAVELGROSS BUILDING AREA TABLE:This acknowledges that the followi ng project was designed by me with full knowledge that the City of Bozeman Building Division will no t review for compliance with, nor is responsible for enforcement of the Federal Americans with Disabilities Act of 1990, the Rehabilita tion Act of 1973, the Fair Housing Amendments Act of 1988, Title 49, Chapter 2, commonly known as the Montana Human Rights Act, or other similar federal, state, or local laws, that mandate accessibili ty to commercial construction or multifamily housing.Acknowledgment of Access Requirem ents Under Federal and State Discrimination Laws (ARM 24.301.902)S T A T E O F M O N T A N A LICENSEDARCHITECTBAYLISS WARD # 1697 P E R S O NP L A C EL I F E S T Y L ES U S T A I N A B I L I T Y Copyright Notice REVISIONSbayliss architects, P.C.P. O. Box 1134 Bozeman, MT 59771-1134Ph: 406-586-5007 Fx: 406-585-8337 b a y l i s s a r c h i t e c t s . c o m DATE ISSUED:drawn by:checked by:JOB NUMBER:generated:Reproduction of this sheet and/or substantial re-use of this design without the express written consent of Bayliss Architects, P.C. violates the copyright laws of the United States and will be subject to legal prosecution.Copyright ©5/10/2019 3:51:13 PMSBDJ BUILDING AT FERGUSON FARMS 4575 VALLEY COMMONS DR.BOZEMAN, MONTANA 59718 4/8/19 CheckerJCS 2018-50SITE PLAN SUBMITTAL AS1.2 SITE PLAN - ENLARGED @ GROUND2019No. Desc. Date 1 SITE SUBMITTAL COMMENTS5/10/19 N SC A L E : 1 / 8 " = 1 ' - 0 " AS 1 . 2 1 SI T E P L A N - E N L A R G E D @ G R O U N D MAIN FLOOR SUITE 1A 1,517 SF SUITE 1B 1,596 SF SUITE 1C 3,248 SF COMMON 1 1,121 SF SUITE 2B EXIT 78 SF MAIN FLOOR 7,560 SF UPPER FLOOR SUITE 2A 2,292 SF SUITE 2B 4,407 SF COMMON 2 978 SF UPPER FLOOR 7,677 SF TOTAL BUILDING AREA 15,237 SF UPPER FLOOR MEZZANINE SUITE 2 A MEZZANINE 677 SF COMMON MEZZANINE 782 SF TOTAL MEZZANINE AREA 1,459 SF 1