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Home My WebLink About005 - A101 - SITE PLANDNSITE PLAN NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, FEDERAL AND OSHA REGULATIONS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, RAMPS, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND TOTAL NUMBER, LOCATION, AND SIZE OF DOWNSPOUTS.3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.4. ALL DIMENSIONS AND RADII ARE TO THE BACK OF CURB, EDGE OF PAVEMENT, CENTER OF STRIPE OR OBJECT, OR FACE OF BUILDING UNLESS OTHERWISE NOTED.5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.6. GROUND SURROUNDING DWELLINGS SHALL SLOPE AWAY AT MIN. 6" PER 10' OR 2% FOR IMPERVIOUS SURFACES. IRC 401.37. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND REPLACEMENT OF PROPERTY CORNERS.8. CONTRACTOR SHALL MATCH EXISTING CURB & GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT WHERE APPLICABLE.9. SURFACE DRAINAGE SHALL BE DIVERTED TO A TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. IRC 401.3 ROOFS, OR SIMILAR AREAS HAVING RAINWATER SHALL FLOW AWAY FROM THE ADJOINING PROPERTY (UPC 1101.2)SITE PLAN LEGENDSEWER SERVICE LINECATV LINE (CABLE)SETBACK LINEPROPERTY LINEWATER LINEGAS LINEELECTRICAL LINEPARKING SPACEUTILITY ZONEOVERHEAD WIRES/CABLES4792 SF REAR YARD(E) ON-STREET PARKING(N) 2ND STORY OVER (E) GARAGENORTH TRACY AVENUERELOC. (N) ELEC. SERVICE METER(N) FRONT PORCH*(N) FENCE(N) FENCE(N) GATE4792'4791'4 7 9 1 '4791'4791'4791'16' ALLEY(N)OUTDOOR KITCHEN & DINING(E) GABLE TO REMAIN2ND-STORY ADU OVER GARAGE(N) ADDT'L23 SF BUMPOUT(N) ENCLOSE 66 SF OF (E) PORCH(N) BACK PORCHEXISTING NON CONFORMING FOOTPRINT (E) PARKINGADDT'L11 SF BUMPOUT INTO (E) ATTACHED GARAGE100' - 0"FRONT SETBACK15' - 0"(N) ELEC. TO BE COORD. W NORTHWESTERN ENERGY(E)WATER CURB BOX V.I.F.(E) WATER V.I.F.(E) SEWER V.I.F.(E) GAS V.I.F.(E) GAS METER(E) PARKING(E) PARKING1-STORY SHOP(N) ROOF & 2ND STORYSIDE SETBACK5' - 0"MIN. SETBACK5' - 0"REAR SETBACK20' - 0"(N) STAIRS & 2ND LEVEL DECK(E) ELEC. V.I.F.(E) SEWER V.I.F.(E) WATER V.I.F.(E) GAS V.I.F.SETBACK5' - 0"2' - 11"2' - 1"(E) DRIVEWAY(N) SANDSET STONEWORK(E) ELEC. METER(E) GARAGE MAN DOOR(E) BACK DOORENTRY DOORPORCH SETBACK*11' - 8"(N) ENTRY WALK (E) GARAGE ENTRY(N) SLIDING DOOR30' - 3"(N) FENCEEXISTING ATTACHED GARAGEEXISTING FOOTPRINTEXISTING GARAGE(E) NON CONFORMING FOOTPRINT IN SIDEYARD SETBACKEXISTING OFFICE(E) FENCESETBACK5' - 0"MIN. SETBACK5' - 0"EXISTING PORCHMIN. FRONT SETBACK15' - 0"SIDE SETBACK5' - 0"(E) DRIVEWAY2' - 1 1/4"2' - 10 3/4"(E) FENCE(E)WATER CURB BOX V.I.F.(E) WATER V.I.F.(E) SEWER V.I.F.(E) ELEC. OVERHEAD(E) GAS V.I.F.(E) GAS METER(E) PARKING(E) PARKING(E) PARKINGREAR SETBACK20' - 0"NORTH TRACY AVENUE(E) ON-STREET PARKING4792'4791'4 7 9 1 '4791'4791'4791'16' ALLEY(E) ELEC. V.I.F.(E) SEWER V.I.F.(E) WATER V.I.F.(E) GAS V.I.F.17' - 2 1/4"7' - 6 1/2"8' - 4 3/8"17' - 6"(E) ELEC. METER(E) GARAGE MAN DOOR(E) BACK DOOR(E) ENTRY WALK (E) GARAGE DOOR(E) ENTRY DOOR(E) CONC. WALK30' - 8 1/2"40' - 7"(E) FENCEGENERAL NOTES -DEMOLITION1. CONTRACTOR TO COORDINATE ALL DEMOLITION REQUIRED TO ACCOMMODATE NEW MECHANICAL / ELECTRICAL SYSTEMS. 2. CONTRACTOR SHALL DEMOLISH ALL EXISTING WORK AS REQUIRED TO ACCOMMODATE NEW WORK SHOWN IN THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL COORDINATE ALL ASPECTS OF DEMOLITION. 3. ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM THE DEMOLITION SHALL BE REMOVED FROM THE SITE. DISPOSAL OF ALL MATERIALS SHALL CONFORM TO LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 4. CONTRACTOR SHALL TAKE CARE TO PROTECT THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING DURING DEMOLITION AND RENOVATION.5. REMOVE ALL MISCELLANEOUS FASTENERS/NAILERS OR MATERIAL WITH NO PURPOSE. CAREFULLY REMOVE SUCH ITEMS IN ORDER TO MINIMIZE DAMAGE TO EXISTING MATERIALS. PATCH HOLES AS REQUIRED FOLLOWING REMOVAL TO ASSURE A UNIFORM APPEARANCE.6. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY ACTIVITIES TO LOCATE AND PROTECT EXISTING SYSTEMS AND/OR STRUCTURES TO REMAIN PRIOR TO THE START OF DEMOLITION WORK.7. ALL EXISTING FINISH MATERIALS REMOVED SHALL BE EVALUATED FOR POSSIBLE USE AS PATCH / REPAIR / INFILL MATERIAL FOR INTEGRATION IN NEW WORK.8. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS PRIOR TO COMMENCING WORK. 125 N Wallace Ave. Bozeman, MT 59715DATE ISSUED:REVISION #:REVISION DATE:PROJECT NUMBER:A101SITE PLANChecker1/14/252410PROJ # 2410 430 NORTH TRACYBRADY & JESSICA BROWN430 NORTH TRACYBOZEMAN, MT 59715NCOA1/8" = 1'-0"2SITE PLAN - NEW CONSTRUCTION1/8" = 1'-0"1SITE PLAN - EXISTINGREQUIRED PARKING (BMC TABLE 38.360.040) NO ADDITIONAL PARKING REQUIRED FOR ADU. NEW SITE PLAN INCLUDES EQUAL AMOUNT OF PARKING TO WHAT IS EXISTING *FRONT PORCH SETBACKSEC. 38.350.050.A.4.PORCHES AND ENTRIES ON RESIDENTIAL STRUCTURES, MAY PROJECT UP TO FIVE FEET INTO THE FRONT SETBACK AREANN