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HomeMy WebLinkAboutC1.0 Cover Sheet 050819 SITE DEVELOPMENT DRAWINGS p14TAHq* o Matthew B. o FOR an 15873 S 15873ES � �'CENSE0 5J SHADY LANE CONDOMINIUMS ER-`PLO LEGEND • PROPERTY MONUMENT(AS NOTED) -a-a-PROPERTY LINE ADJOINING PROPERTY LINE EASEMENT LINE ---- ----EXISTING MAJOR CONTOUR LINE(5'INTERVAL) EXISTING MINOR CONTOUR LINE(V INTERVAL) x 70.w EXISTING SPOT ELEVATION x(70.00) PROPOSED SPOT ELEVATION --- PROPOSED DRAINAGE DIRECTION VICINITY/ZONING/CONSTRUCTION ROUTE MAP -- -PROPOSED DRAINAGE SWALE =4 REM U R-L --s - s-UNDERGROUND ELECTRICAL LINE R-O w PP s-OVERHEAD POWER LINE LANDOWNER/DEVELOPER .WzW (?, O POWER POLE SHADY LANE INVESTORS,LLC d, GUYANCHORWIRE 23APEXDRIVE -3 x R-1 -s-a-s-EXISTING UNDERGROUND GAS LINE BOZEMAN,MT 59718 R-4 -� -s-s-s-EXISTING UNDERGROUND COMMUNICATION LINE II EXISTING UNDERGROUND CABLE TV LINE 4 W. w.R, DRAWING INDEX �*+ -WATER LINE CIVIL ENGINEER , SHEET DESCRIPTION REV.DATE FIRE HYDRANT CADDIS ENGINEERING&LAND SURVEYING,P.C. C1.0 COVER SHEET O5/07/19 P.O.BOX 11805 fir.;-:moo; y r•; CIA SITE GRADING/DRAINAGE&UTILITY PLAN 05/07/19 pd WATER VALVE BOZEMAN,MT 59719 L�,�, C1.2 EXISTING CONDITIONS MAP 04/22/19 ® WATER SERVICE CURB STOP '.r "�C:C1:ci.�:A'9.fi„w � U A.0 SITE UNIT&LIGHT PLAN 05/06/19 ° SANITARY SEWER LINE _- (� A.1 DUPLEX B PLANS&ELEVATIONS 05/06/19 r l OSS SANITARY SEWER MANHOLE C�J+ c7�:n..?-Nr`T:✓�!.�I_''. '- R-� A.2 TRIPLEX PLANS&ELEVATIONS O5/06/19 V LANDSCAPE DESIGNER y A.3 DUPLEX C PLANS&ELEVATIONS 05/06/19 STORM SEWER MANHOLE tl 0A1V�1f4:1Vj =� ^'��' ,j L-1 LANDSCAPE DESIGN 05/07/19 ® CASHMAN NURSERY&LANDSCAPING s� - STORM DRAIN LINE P.O.BOX 10242 ,. R-.3 L-D LANDSCAPE DETAILS 05/07/19 Z5�"s 1 IRRIGATION DESIGN O5/07/19 LP BOZEMAN,MT 59719 LIGHT POLE � n4 � I-D IRRIGATION DETAILS O5107/18 V ---------EXISTING CURB AND GUTTER ��J�' ..... ....�,..�-:...; . �zL SITE d TRAFFIC SIGN �'i 77W�,,1N F © EXISTING COMMUNICATION BOX ARCHITECT :� Q¢_ PLC MOSAIC ARCHITECTURE '-J Ui.I •'Y cG' ,yn••f�il• vp `6 �E EXISTING ELECTRICAL BOX 428 N.LAST CHANCE GULCH U' HELENA,MT 59601 ,y� EXISTING DECIDUOUS TREE BLACKWOOD ROAD EXISTING EVERGREEN TREE EXISTING SHRUB � � � p-1 0 WATER SERVICE CURB STOP FF11 LO ° fsi SCALE:1"=900' CONSTRUCTION ROUTE 1--1 N Z ZONING BOUNDARY OPEN SPACE CALCULATIONS O ° ALL UNITS HAVE GROUND FLOOR ACCESS TO A LANDSCAPED REARYARD SITE DATA I--+ � U OPEN SPACE REQUIREMENT=NONE ADDRESS:3440 S.21STAVENUE,BOZEMAN,MT 59718 N LEGAL DESCRIPTION: LOT 3,BLOCK 8,SOUTHBRIDGE SUBDIVISION,PHASE 4 EXISTING ZONING:R-3(RESIDENTIAL MEDIUM DENSITY) Y-1 PARKING CALCULATIONS PROPOSED USE: 2 RESIDENTIAL DUPLEXES z ° REQUIRED PARKING=8-3 BR DWELLING UNITS=24 SPACES 1 RESIDENTIAL TRIPLEXE `FFFQQQ--i"'Iillillil PROVIDED PARKING: 16 GARAGE SPACES 1 EXISTING SINGLE FAMILY RESIDENCE Q H 7 OFF-STREET DRIVEWAY SPOTS R-3 MINIMUM YARDS: FRONT=16(FRONTING A LOCAL STREET) 2 ON-STREET SPACES _ M TOTAL PROVIDED=25 SPACES(1 EXCESS) SIDE R=5'0 CORNER SIDE=15' AFFORDABLE HOUSING STATEMENT PUBLIC PARKLAND DEDICATION TRACKING TABLE �( THIS PROJECT IS NOTA DETACHED FEE SIMPLE HOUSING PROJECTAND IS NOT PROPOSEDASAN CURRENT PREVIOUS PHASES R-3 MAXIMUM BLDG HEIGHT: - AFFORDABLE HOUSING PROJECTAS DEFINED IN CHAPTER 38,ARTICLE 34 OF THE BOZEMAN MUNICIPAL CODE. SUBDIVISION NAME: SOUTHBRIDGE SUBDIVISION,PHASE 4 TOTAL FOR THIS ROOF PITCH LESS THAN 3:12=32 FEET PROJECT NAME:SHADY LANE CONDOMINIUMS SUBDIVISION PROPOSAL PHASE/LOT: PHASE/LOT: ROOF PITCH GREATER THAN 312 AND LESS THAN 612-38 FEET ° ADA CERTIFICATION NUMBER OF RES.UNITS PER PHASE/LOT/SITE PLAN ___ ROOF PITCH GREATER THAN 6:12 AND LESS THAN 9:12=40 FEET ACREAGE OF PARK LAND AND/OR CASH-IN-LIEU REQUIRED 1.08ACRES 0.21 ACRES --- ROOF PITCH EQUAL TO OR GREATER THAN 9:12=42 FEET W DESIGNATED ADA PARKING SPACES,LOADING AREAS,CURB RAMPS AND ACCESSIBLE ROUTES SHOWN VALUE OF IMPROVEMENTS IN LIEU PROPOSED N/A N/A N/A (/] W HEREON HAVE BEEN DESIGNED IN ACCORDANCE WITH THE"2010 ADA STANDARDS FOR ACCESSIBLE DESIGN". VALUE OF CODE REQUIRED BASIC PARK IMPROVEMENTS ACREAGE OF PARK LAND PREVIOUSLY DEEDED TO CITY OF BOZEMAN 1.36 ACRES 0.21 ACRES --- TOTAL LOT 3 AREA=79,114 SQ FT(1.816 ACRES) Q Isi ° THE SUBJECT PROPERTY DOES NOT FALL WITH A DESIGNATED FLOODWAY OR FLOODPLAIN. FLOODPLAINS ACREAGE OF PARK LAND YET TO BE CONVEYED OACRES OACRES OACRES PARK MASTER PLAN APPROVAL DATE LY 20 1 AREA OF EXISTING BUILDINGS=2,409 SQ FT(3.0%) U L C-` AREA OF PROPOSED BUILDINGS=14,640 SQ FT(18.5%) PARKLAND CALCULATION NOTES a Z �1 AREA OF EXISTING DRIVEWAY FT(3.4%) F� ° Southbridge Subdivision,Phase 4,provided parkland for an estimated density of 36 dwelling units on 36 lots.This AREA OF PROPOSED DRIVEWAYS=2,822 SQ FT(3.6%) proposal will increase the density on Lot 3 to 8 dwelling units rather than the anticipated one dwelling unit.A AREA OF EXISTING SIDEWALKS=145 SQ FT(1.8%) surplus of 0.28 acres of parkland was dedicated with the Phase 4 Subdivision Plat which is more than enough AREA OF PROPOSED SIDEWALKS=773 SQ FT(1.0%) I--i M parkland to Offset the additional 0.21 acres associated with the 7 additional dwelling units. AREA OF PROPOSED GRAVEL TRAILS=3,032 SQ FT(3.8%) W AREA OF PROPOSED LANDSCAPE AREA=52,567 SQ FT(66.4%) 1--1 GENERAL NOTES: FLOORAREARATIO: GROSS BUILDING FLOOR AREA=22,008 SQ FT ° r�`1 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS,MPWSS 6TH EDITION,APRIL 2010 AND CITY OF BOZEMAN LOT SIZE=79,114 SQ FT MODIFICATIONS TO MPWSS,MARCH 2O11,ADDENDUM NO.1&ADDENDUM NO.2. F.A.R.=0.28 ° 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 3. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. TOTAL DEVELOPMENT=8 DWELLING UNITS(3 BEDROOMS PER DWELLING UNIT) 1.4 4, TRENCH BACKFILL SHALL BE TYPE A,FOR ALLAREAS TO BE PAVED. GROSS DENSITY=B UNITS PER 1.816 ACRES=4.41 UNITS/ACRE 5. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE RESPONSIBILITY NET DENSITY=8 UNITS PER 1.816 ACRES=4.41 UNITS/ACRE OF THE DEVELOPER. 6. THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY OF THE REV. DATE DEVELOPER. STORM WATER CALCULATIONS ah�liy 7. AN APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN,PER CITY OF TOTAL HARDSCAPE(C=0.90)=6,466 SQ FT BOZEMAN REQUIRMENTS. TOTAL ROOF(C=0.85)=17,049 SQ FT 8. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT TO VERIFYADEQUATE FALL FOR TOTAL GRAVEL(C=0.50)-3,032 SQ FT SEWER SERVICE. TOTAL LANDSCAPE(C=0.30)=52,567 SQ FT DRAWING DATE: 9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHAAND ALLAPPLICABLE SAFETY REQUIREMENTS. COMPOSITE RUNOFF COEFFICIENT=0.48 1 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 SHEET OPAQUE SOLID WALL AND ADEQUATE LANDSCAPE FEATURES.ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE INCORPORATED INTO THE ROOF FORM SCREENED IN AN APPROVED ENCLOSURE. .O 11.PROPOSED DRY UTILITY(ELEC,GAS&COMMUNICATIONS)LOCATIONS SHOWN ARE PRELIMINARY.CONTRACTOR TO COORDINATE FINAL LOCATIONS WITH UTILITY PROVIDERS. 12.DRY UTILITIES AND ASSOCIATED STRUCTURES SHALL BE LOCATEDA MINIMUM OF 10-FEET FROM PROPOSED WATER AND SEWER MAINS AND SERVICES. C1 uffiu�o