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HomeMy WebLinkAboutC1.0CoverSheet_102221 SITE DEVELOPMENT DRAWINGS p14TA/V o Matthew B.Cofter o FOR 15873 S u 15873ES � GRAN CIELO MULTIFAMILY CONDOMINIUMS ER `PLO LOT 9, BLOCK 13 LEGEND • PROPERTY MONUMENT(AS NOTED) PROPERTY LINE VICINITY/ZONING/CONSTRUCTION ROUTE MAP DRAWING INDEX-LOT 9,BLOCK 13 ADJOINING PROPERTY LINE - _..,_t - - � P11:11 SHEET DESCRIPTION REV.DATE EASEMENT LINE .t C1.0 COVER SHEET 10Y22J21 EXISTING MAJOR CONTOUR LINE(5'INTERVAL) r'I tl C2.0 GENERAL CIVILIUTILITY PLAN 02105121 -----EXISTING MIN x 70M EXISTING SPOT ELEVATION CONTOUR LINE(1'INTERVAL) -� �'t C3.0 GRADING&DRAINAGE PLAN 10127J21 Fs_ C4.0 SITE PLAN 10I22121 - C5.0 CMIUSITE DETAILS 09/01/21 .fM W/ PROPOSED SPOT ELEVATION i R-4 ?_ AP0.00 TYPEA BLDG-ARCHITECTURAL COVER SHEET 09102,21 PROPOSED DRAINAGE DIRECTION LANDOWNER/DEVELOPER �; '1 AP0.01 TYPEABLDG-3DVIEWS 091=1 PROPOSED DRAINAGE SWALE BOZEMAN HAUS,LLC UNDERGROUND ELECTRICAL LINE .t - AP0.02 TYPEA BLDG-AREA PLANS 09/02121 APZ01 TYPE A BLDG-FLOOR PLAN-MAIN LEVEL 09/02121 15267 BE RIVERSHORE DRIVE '� AP2.02 TYPE A BLDG-FLOOR PLAN-2ND LEVEL 03103/20 W W PP OVERHEAD POWER LINE VANCOUVER,WA 98683 _ AP2.03 TYPE A BLDG-FLOOR PLAN-3RD LEVEL 03/03I20 4 POWER POLE si AP2.04 TYPE A BLDG-ROOF PLAN 03/03/20 GUYANCHOR WIRE R-O I% AP3.01 TYPE A BLDG-EXTERIOR ELEVATIONS 03103120 C!] CIVIL ENGINEER �" API 12 TYPEABLD -EXTERI RELEVATI N 03N3/20 EXISTING UNDERGROUND GAS LINE AP3.03 TYPEABLDG-EXTERIOR ELEVATIONS 03/03120 W EXISTING UNDERGROUND COMMUNICATION LINE CADDIS ENGINEERING&LAND SURVEYING,P.C. - AP4.00 TYPEA BLDG-MATERIALAND COLOR BOARD OYOY20 P.O.BOX 11805 "2 �"' - - // APL01 TYPEA BLDG-MATERIALAND COLOR BOARD 03,03120 EXISTING UNDERGROUND CABLE TV LINE BOZEMAN,MT 59719 `� = 1, APO.00 TYPE B BLDG-ARCHITECTURAL COVER SHEET 09102QI Q WATERLINE _ I AP0.01 TYPE B BLDG-3D VIEWS 09/02121 ZJ FIRE HYDRANT (i RY3 "% ! AP0.02 TYPE B BLDG-AREA PLANS 0910212, pd WATER VALVE I ifs;l_C 1a a R-4 I APZ01 TYPE B BLDG-FLOOR PLAN-MAIN LEVEL 09/02121 LANDSCAPE DESIGNER AP2.02 TYPEBBLDG-FLOOR PLAN-2ND LEVEL 03/0120 0 WATER SERVICE CURB STOP CASHMAN NURSERY&LANDSCAPING ' i. - - 03I03I20 SANITARY SEWER LINE P.O.BOX 10242 i - I� '" �I ITE - OYOY20 $S SANITARY SEWER MANHOLE BOZEMAN,MT 59719 �.I' �4�� AP3.01 TYPEBBLDG-EXTERIOR ELEVATIONS ON03120 030 ® ,20 STORM SEWER MANHOLE IM___..._.._ ._.-...__..�� -_ -- AP.2 TYPE B BLDG-EXTERIOR ELEVATIONS 03/03120 STORM DRAIN LINE !j i AP4.00 TYPE B BLDG-MATERIALAND COLOR BOARD 03103120 ALP ARCHITECT t i APL01 TYPEBBLDG-MATERIALAND COLOR BOARD 03Po3120 LIGHT POLE EXISTING CURB AND GUTTER STUDIO HARCHITECTURE (� \x\ ! _ L-1 LAND E DE I N 10118121 81211 GALLATIN ROAD,SUITE E I -1 IRRIGATION DESIGN 10118121 TRAFFIC SIGN BOZEMAN,MT 59718 r }I1 ^ Ld IRRIGATION DETAILS 02/02121 © EXISTING COMMUNICATION BOX gy 'u PM, PHOTOMETRIC LIGHTING PLAN&DETAILS 02105/21 R 3 '^ �E EXISTING ELECTRICAL BOX i �sr rrrrn?4N7r 0 WATER SERVICE CURB STOP i. fj PROPOSED BOLLARD LIGHT PARKING SPACE COUNT SCALE 1'=600' CONSTRUCTION ROUTE x ZONING BOUNDARY P. W O N LOT 9,BLOCK 13-SITE DATA ADDRESS: 3089 S.27TH AVENUE,2715&2723 GRAF STREET,BOZEMAN,MT 59718 � LEGAL DESCRIPTION:LOT 9,BLOCK 13,GRAN CIELO SUBDIVISION,PHASE 1 >-4 co H-+ N y PROPOSED USE: 2 RESIDENTIAL DUPLEXES(4 DWELLING UNITS) �� O Z Z 2 RESIDENTIAL TRIPLEXES(6 DWELLING UNITS) GENERAL SITE DATA 10 DWELLING UNITS TOTAL EXISTING ZONING:R-3(RESIDENTIAL MEDIUM DENSITY) 1W-1 E-I R-3 MINIMUM YARDS: FRONT=15'(FRONTING A LOCAL STREET) TOTAL LOT 9 AREA=37,399 SQ FT(0.858 ACRES) U REAR=20' BUILDING AREA(FOOTPRINT)-ARTICLE 7 DEFINITION=9,128 SQ FT(24.4%) U W SIDE=5' AREA OF PROPOSED HARDSCAPE=15,078 SQ FT(40.3%) PUBLIC PARKLAND DEDICATION TRACKING TABLE �1 AREA OF PROPOSED LANDSCAPE AREA=13,193 SO FT(35.3%) CORNER SIDE=15' CURRENT � R-3 MAXIMUM BLDG HEIGHT: FLOOR AREA RATIO: GROSS BUILDING FLOOR AREA=26,890 SQ FT SUBDMSION NAME:GRAN CIELO SUBDMSION,PHASE 1 TOTAL FOR THIS ROOF PITCH LESS THAN 3:12=32 FEET LOT SIZE=37,399 SO FT PROJECT NAME:GRAN CIELO MULTIFAMILY CONDOMINIUMS SUBDIVISION PROPOSAL ROOF PITCH GREATER THAN 3:12 AND LESS THAN 6:12=38 FEET F.A.R.=0.72 NUMBER OF RES.UNITS PER PHASE/LOTISITE PLAN 1 ROOF PITCH GREATER THAN 6:12 AND LESS THAN 9:12=40 FEET ACREAGE OF PARK LANDANDIOR CASH-IN-LIEU REQUIRED M GROSS DENSITY=10 UNITS PER D.858 ACRES=11.7 UNITS/ACRE ROOF PITCH EQUAL TO OR GREATER THAN 9:12=42 FEET VALUE OF IMPROVEMENTS IN LIEU PROPOSED WA NIA NET DENSITY=10 UNITS PER 0.858 ACRES=11.7 UNITS/ACRE VALUE OF CODE REQUIRED BASIC PARK IMPROVEMENTS WA NIA W N ACREAGE OF PARK LAND DEEDED TO CITY OF BOZEMAN AFFORDABLE HOUSING STATEMENT OPEN SPACE CALCULATIONS ACREAGE OF PARK LAND YET TO BE CONVEYED - - THIS PROJECT IS NOT DETACHED FEE SIMPLE HOUSING PROJECT AND IS NOT PROPOSED AS AN 2723 GRAF STREET PARK MASTER PLAN APPROVAL DATE 2019 w AFFORDABLE HOUSING PROJECTAS DEFINED IN CHAPTER 38,ARTICLE 34 OF THE BOZEMAN MUNICIPAL CODE. TOTAL LIVING AREA= SQ FT OPEN SPACE REQUIREMEEMENT=10%OF LIVING AREA=436 SQ FT PARKLAND CALCULATION NOTES Parkland calculations found on Sheet 5 of the Gran Cielo Subdivision Phase 1 Final Plat show that a development density ADA CERTIFICATION OPEN SPACE PROVIDED=451 SQ FT OF FRONT PORCH SPACE P Y U Q 2715 GRAF STREET of 12 dwelling units per acre was assumed for each of the 4 multi-unit lots associated with this project.Lot 9,Block 13; E-1 DES IG NATED ADA PARKING SPACES,LOADING AREAS,CURB RAMPS AND ACCESSIBLE ROUTES SHOWN HEREON HAVE BEEN DESIGNED IN ACCORDANCE WITH THE"2010 ADA STANDARDS FOR ACCESSIBLE DESIGN". TOTAL LIVING AREA= 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 OPEN SPACE REQUIREMEEME NT 10%OF LIVING AREA=656 SQ FT OPEN SPACE PROVIDED=2,615 SQ FT OF SHARED OPEN SPACE(THIS AREA IS SHARED WITH 3089 S.27TH) project proposes a total of 28 dwelling units on said lots.The assumed density and resulting subdivision parkland O a dedication provides sufficient parkland to meet the requirements of the Bozeman Municipal Code. FLOODPLAINS 3089 S.27TH AVENUE O THE SUBJECT PROPERTY DOES NOT FALL WITH A DESIGNATED FLOODWAY OR FLOODPLAIN. TOTAL LIVING AREA=6,559 SQ FT OPEN SPACE REQUIREMENT=10%OF LIVING AREA=656 SQ FT OPEN SPACE PROVIDED=2,615 SQ FT OF SHARED OPEN SPACE(THIS AREA IS SHARED WITH 2715 GRAF STREET) 3083 S.27TH AVENUE TOTAL LIVING AREA=4,364 SQ FT OPEN SPACE REQUIREMENT=10%OF LIVING AREA=436 SQ FT OPEN SPACE PROVIDED=451 SQ FT OF FRONT PORCH SPACE PARKING CALCULATIONS REQUIRED PARKING=10-3 BR DWELLING UNITS=30 SPACES GENERALN REV. DATE OTES: PROVIDED PARKING: 10 GARAGE SPACES DATE 1. ALLCONSTRUCTION SHALLCONFORM TO THEACCOMPANYING PLANS,MPWSS 6TH EDITION,APRIL2010AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,MARCH 2O11, 18 OFF-STREET DRIVEWAY SPOTS 5�o/xr ADDENDUM NO.1&ADDENDUM NO.2. 7 OFF-STREET PARKING STALLS 2. THE CONTRACTOR SHALLVERIFY THE LOCATION OFALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. TOTAL PROVIDED=35 SPACES 3. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USEDATTHE DISCRETION OF THE CONTRACTOR. +1 HANDICAP SPACE 4. TRENCH BACKFILL SHALL BE TYPEA,FORALLAREAS 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. PARKING LOT LANDSCAPING AREA REQUIREMENT:25 SPACES x 20 SQ FT/SPACE=500 SQ FT 6, THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY OF THE DEVELOPER. PARKING LOT LANDSCAPING AREA PROVIDED:534 SQ FT 10 22 21 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 100 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. 12. DRY UTILITIES ANDASSOCIATED STRUCTURES SHALL BE LOCATEDA MINIMUM OF I 0-FEET FROM PROPOSED WATER AND SEWER MAINS AND SERVICES. uzm zo