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HomeMy WebLinkAboutC1.0CoverSheet_090121 SITE DEVELOPMENT DRAWINGS p14TA/V o Matthew B.Cotter o FOR 15873 S u 15873ES � GRAN CIELO MULTIFAMILY CONDOMINIUMS ER `PLO LOT 5, BLOCK 6 LEGEND VICINITY/ZONING/CONSTRUCTION ROUTE MAP • PROPERTY MONUMENT(AS NOTED) ,1 PEE -.- PROPERTY LINE1 ADJOINING PROPERTY LINE I EASEMENT LINE EXISTING MAJOR CONTOUR LINE(V INTERVAL) R 4 ':_ DRAWING INDEX-LOT 5,BLOCK 6 ---EXISTING MINOR CONTOUR LINE(T INTERVAL) LANDOWNER/DEVELOPER 1 \, x 70M EXISTING SPOT ELEVATION - SHEET DESCRIPTION REV.DATE xpo.00) PROPOSED SPOT ELEVATION BOZEMAN HAUS,LLC -� i C1.0 COVER SHEET 09/01/21 F'1 15267 BE RIVERSHORE DRIVE : C2.0 GENERAL CIVILIUTILITY PLAN 021105/21 W -- PROPOSED DRAINAGE DIRECTION VANCOUVER,WA 98683 C30 GRADING&DRAINAGE PLAN 02/05/21 W PROPOSED DRAINAGE SWALE C4.0 SITE PLAN 02105121 x UNDERGROUND ELECTRICAL LINE - }� R-O ( C5.0 CMUSITE DETAILS 09/01/21 On AP0.00 TYPEABLDG-ARCHITECTURAL COVER SHEET 09102121 PP OVERHEAD POWER LINE CIVIL ENGINEER r AP0.01 TYPE A BLDG-3D VIEWS 09/02121 POWER POLE CADDIS ENGINEERING&LAND SURVEYING,P.C. AP0.02 TYPE A BLDG-AREA PLANS 09102121 PT] �. GUYANCHOR WIRE P.O.BOX 11805 "' _ - AP2.01 TYPEABLDG-FLOOR PLAN-MAIN LEVEL 09/02121 BOZEMAN,MT 59719 f, AP2.02 TYPEA BLDG-FLOOR PLAN-2ND LEVEL 03103120 O EXISTING UNDERGROUND GAS LINE 'i AP2.03 TYPEA BLDG-FLOOR PLAN-3RD LEVEL 03/03120 EXISTING UNDERGROUND COMMUNICATION LINE I R'�3 - i AP2.04 TYPE A BLDG-ROOF PLAN 03103120 EXISTING UNDERGROUND CABLE TV LINE AP3.01 TYPE BLDG-EXTERIOR ELEVATIONS 03103/20 WATERLINE LANDSCAPE DESIGNER ,i .,J_r "M,c. R-4 I AP3.02 TYPE BLDG-EXTERIOR ELEVATIONS 03/03/20 L_ AP3.03 TYPE BLDG-EXTERIOR ELEVATIONS 03/03120 CASHMAN NURSERY&LANDSCAPING ' + r. FIRE HYDRANT i _ W. AP4.00 TYPEA BLDG-MATERIALAND COLOR BOARD 03103120 P.O.BOX 10242 SITE. EJ pd WATER VALVE BOZEMAN,MT 59719 �- AP4.01 TYPE A BLDG--ARCHITECTATERIALANDURAL COLLCOER ARDSHEET 03/03/20 ® WATER SERVICE CURB STOP l - ���� - AP0.01 TYPEBBLDG-ARCHITECTURALCOVER SHEET 09102121 SANITARY SEWER LINE I�r ----- ------ APO.01 TYPE B BLDG-3DVIEWS 09/02121 AP0.02 TYPE B BLDG-AREA PLANS 09I07J21 SS SANITARY SEWER MANHOLE % AP2.01 TYPEBBLDG-FLOOR PLAN-MAIN LEVEL 09/02121 ® ARCHITECT STORM SEWER MANHOLE 1� AP2.02 TYPE BBLDG-FLOOR PLAN-2ND LEVEL 03103120 STUDIO H ARCHITECTURE \�\ ! - Div AP2.03 TYPE B BLDG-FLOOR PLAN-3RD LEVEL 03ION20 STORM DRAIN LINE 81211 GALLATIN ROAD,SUITE E \\\ AP2.04 TYPE B BLDG-ROOF PLAN 03103120 LP LIGHT POLE BOZEMAN,MT 59718 I }i \' AP3.01 TYPE B BLDG-EXTERIOR ELEVATIONS 03/03/20 EXISTING CURB AND GUTTER ( _ R-3 AP3.02 TYPEBBLDG-EXTERIOR ELEVATIONS 03103120 - �. _ AP3.03 TYPE B BLDG-EXTERIOR ELEVATIONS 03ION20 '^ TRAFFIC SIGN AP4.00 TYPEBBLDG-MATERIALAND COLOR BOARD 03103120 © EXISTING COMMUNICATION BOX I ! ��' AP4.01 TYPE B BLDG-MATERIALAND COLOR BOARD 03103120 �E EXISTING ELECTRICAL BOX I r essert i' L-2 LANDSCAPE DESIGN 02102121 �) i i s �`- - L4 IRRIGATION DESIGN 02102121 L-5 IRRIGATION DETAILS 070221 W ® WATER SERVICE CURB STOP !I M ewo. 1,( I _ PMi PHOTOMETRIC LIGHTING PLAN&DETAILS 02105121 H� fj PROPOSED BOLLARD LIGHT PARKING SPACE COUNT SCALE ION R' '0 �� CONSTRUCTION ROUTE ZONING BOUNDARY p, W Q O O N LOT 5,BLOCK 6-SITE DATA >74 N O ADDRESS: 3068&3074 S.31STAVENUE&2995 GRAF STREET,BOZEMAN,MT 59718 FS LEGAL DESCRIPTION: LOT 5,BLOCK 6,GRAN CIELO SUBDIVISION,PHASE 1 PROPOSED USE: 2 RESIDENTIAL DUPLEXES(4 DWELLING UNITS) !� O 1 RESIDENTIAL TRIPLEX(3 DWELLING UNITS) 7 DWELLING UNITS TOTAL Iw-1 U GENERAL SITE DATA PUBLIC PARKLAND DEDICATION TRACKING TABLE U W EXISTING ZONING:R-3(RESIDENTIAL MEDIUM DENSITY) TOTAL LOT 5 AREA=22,763 SQ FT(0.523 ACRES) CURRENT r I� R-3 MINIMUM YARDS: FRONT=15'(FRONTINGA LOCAL STREET) BUILDING AREA(FOOTPRINT)-ARTICLE 7 DEFINITION=6,372 ED FT(28.0%) SUBDIVISION NAME:GRAN CIELO SUBDIVISION,PHASE I TOTAL FOR THIS L, v AREA OF PROPOSED HARDSCAPE=9,761 SQ FT(42.9%) PROJECT NAME:GRAN CIELO MULTIFAMILY CONDOMINIUMS SUBDIVISION PROPOSAL \ REAR=20' AREA OF PROPOSED LANDSCAPE AREA=6,630 SQ FT(29.1%) NUMBER OF RES.UNITS PER PHASEILOT/SITE PLAN r F., CORNER SIDE=15' FLOOR AREA RATIO: GROSS BUILDING FLOOR AREA=18,783 SQ FT ACREAGE OF PARK LANDANDIOR CASH-IN-LIEU REQUIRED 2.79ACRES 0.21 ACRES LOT SIZE= DING SQ FT VALUE OF IMPROVEMENTS IN LIEU PROPOSED NIA WA R-3 MAXIMUM BLDG HEIGHT: VALUE OF CODE REQUIRED BASIC PARK IMPROVEMENTS N/A NIA ROOF PITCH LESS THAN 3:12=32 FEET F.A.R.=0.83 ACREAGE OF PARK LAND DEEDED TO CITY OF BOZEMAN 4.24ACRES W ROOF PITCH GREATER THAN 3:12 AND LESS THAN 6:12=38 FEET ACREAGE OF PARK LAND YET TO BE CONVEYED ROOF PITCH GREATER THAN 6:12 AND LESS THAN 9:12=40 FEET GROSS DENSITY=7 UNITS PER 0.523 ACRES=13.4 UNITS/ACRE PARK MASTER PLAN APPROVALbATE O W O ROOF PITCH EQUAL TO OR GREATER THAN 9:12=42 FEET NET DENSITY=7 UNITS PER 0.523 ACRES=13.4 UNITS/ACRE O �. OPEN SPACE CALCULATIONS PARKLAND CALCULATION NOTES rT, . w AFFORDABLE HOUSING STATEMENT 2995 GRAF STREET Parkland calculations found on Sheet 5 of the Gran Cielo Subdivision Phase 1 Final Plat show that a development density 1-�-1 Z Q THIS PROJECT IS NOTA DETACHED FEE SIMPLE HOUSING PROJECTAND IS NOT PROPOSED AS AN TOTAL LIVING AREA=6,559 SQ FT of 12 dwelling units per acre was assumed for each of the 4 multi-unit lots associated with this project.Lot 9,Block 13; AFFORDABLE HOUSING PROJECT AS DEFINED IN CHAPTER 38,ARTICLE 34 OF THE BOZEMAN MUNICIPAL CODE. OPEN SPACE REQUIREMENT=10%OF LIVING AREA=656 SQ FT Lot 4,Block 12;Lot 3,Block 5 and Lot 5,Block 6 in aggregate were assumed to contain a total of 28 dwelling units.This I--r F� OPEN SPACE PROVIDED=1 174 SQ FT OF SHARED OPEN SPACE(THIS AREA IS SHARED WITH 3074 S.315T) project proposes a total Of 28 dwelling units On Said lots.The assumed density and resulting Subdivision parkland dedication provides sufficient parkland to meet the requirements of the Bozeman Municipal Code. E. ADA CERTIFICATION 3074 S.31STAVENUE -a DESIGNATED ADA PARKING SPACES,LOADING AREAS,CURB RAMPS AND ACCESSIBLE ROUTES SHOWN TOTAL LIVING AREA=4,364 SQ FT HEREON HAVE BEEN DESIGNED IN ACCORDANCE WITH THE"2010 ADA STANDARDS FOR ACCESSIBLE DESIGN". OPEN SPACE REQUIREMENT=10%OF LIVING AREA=436 SQ FT ^/ O OPEN SPACE PROVIDED=1,174 SQ FT OF SHARED OPEN SPACE(THIS AREA IS SHARED WITH 2995 GRAF STREET) 1�4 3068 S.31STAVENUE a FLOODPLAINS TOTAL LIVING AREA=4,364 SQ FT THE SUBJECT PROPERTY DOES NOT FALL WITH A DESIGNATED FLOODWAY OR FLOODPLAIN. OPEN SPACE REQUIREMENT=10%OF LIVING AREA=436 SQ FT OPEN SPACE PROVIDED=451 SQ FT OF FRONT PORCH SPACE PARKING CALCULATIONS REQUIRED PARKING=7-3 BR DWELLING UNITS=21 SPACES PROVIDED PARKING: 7 GARAGE SPACES 10 OFF-STREET DRIVEWAY SPOTS REV. DATE GENERAL NOTES: 6 ON-STREET PARKING STALLS s/s� 1. ALLCONSTRUCTION SHALLCONFORM TO THEACCOMPANYING PLANS,MPWSS 6TH EDITION,APRIL2010AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,MARCH 2O11, TOTAL PROVIDED=23 SPACES ADDENDUM NO.1&ADDENDUM NO.2. 2, THE CONTRACTOR SHALLVERIFY THE LOCATION OFALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. PARKING LOT LANDSCAPING AREA REQUIREMENT NONE(<15 OFF STREET SPACES) 3. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAYBE USEDAT THE DISCRETION OF THE CONTRACTOR. PARKING LOT LANDSCAPING AREA PROVIDED:483 SQ FT 4. TRENCH BACKFILL SHALL BE TYPE A,FOR ALLAREAS TO BE PAVED. DRAWING DATE: 5. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE RESPONSIBILITY OF THE DEVELOPER. 1 21 6, THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY OF THE DEVELOPER. 7. AN APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN,PER CITY OF BOZEMAN REQUIRMENTS. SHEET 8. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT TO VERIFY ADEQUATE FALL FOR SEWER SERVICE. 9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHAAND ALLAPPLICABLE SAFETY REQUIREMENTS. 10. GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING,BUT NO LIMITED TO UTILITIES,AIR EXCHANGE CONDITIONING UNITS,TRANSFORMERS AND METERS SHALL NOT ENCROACH INTO THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY SCREENED WITH AN OPAQUE SOLID WALL AND ADEQUATE LANDSCAPE FEATURES.ALL ROOFTOP O MECHANICAL EQUIPMENT SHALL BE INCORPORATED INTO THE ROOF FORM OR SCREENED IN AN APPROVED ENCLOSURE. 11. PROPOSED DRY UTILITY(ELEC,GAS&COMMUNICATIONS)LOCATIONS SHOWN ARE PRELIMINARY.CONTRACTOR TO COORDINATE FINAL LOCATIONS WITH UTILITY PROVIDERS. C1 12. DRY UTILITIES ANDASSOCIATED STRUCTURES SHALL BE LOCATEDA MINIMUM OF I 0-FEET FROM PROPOSED WATER AND SEWER MAINS AND SERVICES. #201 o