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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 3, BLOCK 5 LEGEND VICINITY/ZONING/CONSTRUCTION ROUTE MAP DRAWING INDEX-LOT3,BLOCK5 - - `I.i•- - PL'I - - SHEET DESCRIPTION REV.GATE • PROPERTY MONUMENT(AS NOTED) PROPERTY LINE '�, �r C1.0 COVER SHEET 010121 I _ C2.0 GENERALCIVIWTILITY PLAN 02105121 ADJOINING PROPERTY LINE ! C3.0 GRADINGDRAINAGE PLAN 02/05121 02/05121 EASEMENT LINE •' EXISTING MAJOR CONTOUR LINE(5'INTERVAL) �� - Fps' C5.0 CMUSITE DETAILS 03ION20 AP0.00 TYPE D.2 BLDG-ARCHITECTURAL COVER SHEET 03103120 -EXISTING MINOR CONTOUR LINE(1'INTERVAL) R 4 AP.1 TYPE D.2 BLDG- D VIE 03103120 LANDOWNER/DEVELOPER AP0.02 TYPED.2BLDG-AREA PLANS 03/03/20 x Qom EXISTING SPOT ELEVATION , i BOZEMAN HAUS,LLC - xPo.oa7 PROPOSED SPOT ELEVATION 15267 SE RIVERSHORE DRIVE �� .� AP2.01 TYPE D.26LDG-FLOOR PLAN-MAIN LEVEL 03/03I20 W PROPOSED DRAINAGE DIRECTION VANCOUVER,WA 98683 _ AP2.02 TYPE D.2 BLDG-FLOOR PLAN-2ND LEVEL 03ION20 W PROPOSED DRAINAGE SWALE _ AP2.03 TYPE D.2 BLDG-ROOF PLAN 03103I20 03/03/20 UNDERGROUND ELECTRICAL LINE - }� R-O ( - IONS 03/03120 C!] PP OVERHEAD POWER LINE CIVIL ENGINEER 03ION20 AP4. TYPE D.2 BLDG-MATERIALAND COLOR BOARD 03103120 4 POWER POLE CADDIS ENGINEERING&LAND SURVEYING,P.C. AP4,01 _ 03103/20 rPT .i, GUYANCHOR WIRE P.O.BOX 11605 "' - - AP EXISTING UNDERGROUND GAS LINE _ 03I03I20 BOZEMAN,MT 59719 = f AP0.01 TYPE E BLDG-3D VIEWS 03ION20 O _ ! AP.2 TYPE EBLD -AREA PLAN 03103120 EXISTING UNDERGROUND COMMUNICATION LINE l-I R'�3 '% ! 031-0 EXISTING UNDERGROUND CABLE TV LINE LANDSCAPE DESIGNER LOO R-4 I AP2.02 TYPEEBLDG-FR PLAN-2ND LEVEL 03/03/20 = WATER LINE - "-� AP2.03 TYPE E BLDG-ROOF PLAN 03ION20 CASHMAN NURSERY&LANDSCAPING ! SITTE f_ 03103120 pd WATER VALVE P.O.BOX 10242 i� BOZEMAN,MT 59719 F� ���� 03/03120 ® WATER SERVICE CURB STOP 03103120 SANITARY SEWER LINE - 03103120 SS SANITARY SEWER MANHOLE 02102/21 ! r• oy02/21 ARCHITECT © STORM SEWER MANHOLE STUDIO HARCHITECTURE ) \x"\ ! - ��,i,,v 02/02121 STORM DRAIN LINE 81211 GALLATIN ROAD,SUITE E PM1 PH T METRI LI HTIN PLAN DETAIL 02/05121 LP LIGHT POLE BOZEMAN,MT 59718 EXISTING CURB AND GUTTER ( R-3 TRAFFIC SIGN 1 © EXISTING COMMUNICATION BOX ! I j i ease rt � �E EXISTING ELECTRICAL BOX 0 WATER SERVICE CURB STOP 0 PROPOSED BOLLARD LIGHT SCALE 1"=600' ^ 0 PARKING SPACE COUNT �� CONSTRUCTION ROUTE ~ x O ZONING BOUNDARY W Q Or," I� OOQH � �-+ N c� to z LOT 3,BLOCK 5-SITE DATA ~' O ADDRESS: 3045 S.30TH AVENUE&2970 TIERRA LANE,BOZEMAN,MT 59718 I� O GENERAL SITE DATA LEGAL DESCRIPTION: LOT 9,BLOCK 13,GRAN CIELO SUBDIVISION,PHASE 1 PUBLIC PARKLAND DEDICATION TRACKING TABLE EXISTING ZONING:R-3(RESIDENTIAL MEDIUM DENSITY) PROPOSED USE: 1 RESIDENTIAL DUPLEX(2 DWELLING UNITS) CURRENT R-3 MINIMUM YARDS: FRONT=15'(FRONTINGA LOCAL STREET) F.ry U W 1 RESIDENTIAL TRIPLEX(3 DWELLING UNITS) SUBDIVISION NAME:GRAN CIELO SUBDIVISION,PHASE 1 TOTAL FOR THIS I`-_A C#0r REAR=20' 5 DWELLING UNITS TOTAL PROJECT NAME:GRAN CIELO MULTIFAMILY CONDOMINIUMS SUBDIVISION PROPOSAL l 1 NUMBER OF RES.UNITS PER AND/OR r LO-IISITE PLAN y SIDE=5' TOTAL LOT 3AREA=19,800 SQ FT(0.455 ACRES) ACREAGE OF PARK LANDANDIOR CASH-IN-LIEU REQUIRED 2.79 ACRES 0.15ACRES CORNER SIDE=15' BUILDING AREA(FOOTPRINT)-ARTICLE 7 DEFINITION=6,923 SQ FT(35.0%) VALUE OF IMPROVEMENTS IN LIEU PROPOSED NIA �./ R-3 MAXIMUM BLDG HEIGHT: AREA OF PROPOSED HARDSCAPE=6,019 SQ FT(30.4%) VALUE OF CODE REQUIRED BASIC PARK IMPROVEMENTS WA ROOF PITCH LESS THAN 3:12=32 FEET AREA OF PROPOSED LANDSCAPE AREA=6,858 SQ FT(34.6%) ACREAGE OF PARK LAND DEEDED TO CITY OF BOZEMAN 4.24ACRES LO W ROOF PITCH GREATER THAN 3:12 AND LESS THAN 6:12=38 FEET ACREAGE OF PARK LAND YET TO BE CONVEYED - - FLOOR AREA RATIO: GROSS BUILDING FLOOR AREA=13,029 SQ FT N ROOF PITCH GREATER THAN 6:12 AND LESS THAN 9:12=40 FEET PARK MASTER PLAN APPROVAL DATE U �] ROOF PITCH EQUAL TO OR GREATER THAN 9:12=42 FEET LOT SIZE=19,800 SQ FT O O H F.A.R.=0.66 PARKLAND CALCULATION NOTES a � GROSS DENSITY=5 UNITS PER 0.455 ACRES=11.0 UNITS/ACRE Parkland calculations found on Sheet 5 of the Gran Cielo Subdivision Phase 1 Final Plat show that a development density W FQ w AFFORDABLE HOUSING STATEMENT NET DENSITY=5 UNITS PER 0.455 ACRES=11.0 UNITS/ACRE of 12 dwelling units per acre was assumed for each of the 4 multi-unit lots associated with this project.Lot 9,Block 13; THIS PROJECT IS NOTA DETACHED FEE SIMPLE HOUSING PROJECTAND IS NOT PROPOSED AS AN 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 T 1 ^ AFFORDABLE HOUSING PROJECT AS DEFINED IN CHAPTER 38,ARTICLE 34 OF THE BOZEMAN MUNICIPAL CODE. OPEN SPACE CALCULATIONS `/ I--1 2970 TIERRA LANE project proposes a total of 28 dwelling units on said lots.The assumed density and resulting subdivision parkland E-1 TOTAL LIVING AREA=5,859 SQ FT dedication provides sufficient parkland to meet the requirements of the Bozeman Municipal Code. ADA CERTIFICATION OPEN SPACE REQUIREMENT=10%OF LIVING AREA=586 SQ FT a DESIGNATED ADA PARKING SPACES,LOADING AREAS,CURB RAMPS AND ACCESSIBLE ROUTES SHOWN OPEN SPACE PROVIDED=1,368 SO FT OF SHARED OPEN SPACE(THIS AREA IS SHARED WITH 3045 S.30TH) HEREON HAVE BEEN DESIGNED IN ACCORDANCE WITH THE"2010 ADA STANDARDS FOR ACCESSIBLE DESIGN". ^/ O 3045 S.30TH AVENUE TOTAL LIVING AREA=3,937 SQ FT r 11 a FLOODPLAINS OPEN SPACE REQUIREMENT=10%OF LIVINGAREA=394 SQ FT �../ THE SUBJECT PROPERTY DOES NOT FALL WITH A DESIGNATED FLOODWAY OR FLOODPLAIN. OPEN SPACE PROVIDED=1,368 SQ FT OF SHARED OPEN SPACE(THIS AREA IS SHARED WITH 2970 TIERRA LANE) PARKING CALCULATIONS REQUIRED PARKING=5-3 SR DWELLING UNITS=15 SPACES PROVIDED PARKING: 5 GARAGE SPACES 10 OFF-STREET DRIVEWAY SPOTS 3 OFF-STREET PARKING STALLS TOTAL PROVIDED=18 SPACES REV. DATE GENERAL NOTES: 5/x� 1. ALLCONSTRUCTION SHALLCONFORM TO THEACCOMPANYING PLANS,MPWSS 6TH EDITION,APRIL2010AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,MARCH 2O11, PARKING LOT LANDSCAPING AREA REQUIREMENT. NONE(<l 5 OFF STREET SPACES) x 5�o/xi ADDENDUM NO.1&ADDENDUM NO.2. PARKING LOT LANDSCAPING AREA PROVIDED:378 SQ FT 9h/xi 2, THE CONTRACTOR SHALLVERIFY THE LOCATION OFALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 3. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USEDAT THE DISCRETION OF THE CONTRACTOR. 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 ALL APPLICABLE 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 2o