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HomeMy WebLinkAbout002_C1.0 COVER SHEET_4-17-19 LEGEND x EXISTING SPOT ELEVATION LP LOW-POINT x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE III © EXISTING UG POWER BOX TBC TOP BACK OF CURB w Q EXISTING TELEPHONE BOX SW SIDEWALK Flo ❑U EXISTING UTILITY BOX FF FINISH FLOOR LS LANDSCAPE ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL EP EDGE © EXISTING STORM SEWER MANHOLE BOW BOTiOMFOFAWALLNT O°0 EXISTING SANITARY SEWER CLEANOUT HOPE L_UTHERAN CHURCH EXISTING FIRE HYDRANT LOT 3 MINOR SUBDIVISION 235A Sheet 1 of s � EXISTING WATER VALVE c� o EXISTING CURB STOP MINOR SUB 235A C WW o mm E EXISTING POWER POLEPp 6 xx EXISTING LIGHT POLE c m a o Qw EXISTING WATER WELL o oo N - O°"O PROPOSED SANITARY SEWER CLEANOUT E a ® PROPOSED CURB STOP 10 m g 10'PUBLIC UTILITY Q PROPOSED WATER WELL EASEMENT PER PLAT [S88'53'25"E] 20.0'REAR YARD SETBACK w ww o TRAFFIC FLOW 238.20 091'06'35" R 10 o 7 -- x-x xx-x-x x x x - - [ ] - --- m� PROPERTY BOUNDARY LINE _ - _ _- - - C 9 -SURROUNDING PROPERTY LINE - - - - - T- - s= - - NNN SETBACK LINE it I I I I I I I C I - m - - - -EASEMENT LINE m I I I U o a -x-x-x-EXISTING FENCE - I ° - � � W oHe EXISTING OVERHEAD ELECTRIC LINE uce EXISTING UNDERGROUND ELECTRIC LINE I BUILDING #1 cns EXISTING GAS LINE 4 UNITS ucT EXISTING UNDERGROUND PHONE LINE I III FFE=ass3.Qo BUILDING #2 0 3 UNITS I � w EXISTING WATER MAIN I FFE=4994.00 25.0'SETBACK ss EXISTING SANITARY SEWER MAIN PER PLAT L w PROPOSED 1.5" WATER SERVICE 4•'ss PROPOSED 4" SANITARY SEWER SERVICE - - - - I i - 7 uce PROPOSED UNDERGROUND ELECTRIC LINE z - PROPOSED GAS LINE LOT ' comm PROPOSED UNDERGROUND PHONE LINE 7,206 Sq.F .� s'•" �i 0837 r PROPOSED SWALE RETENTION POND CONTOUR VI �° c -----PROPOSED CATCH CURB AND GUTTER PROPOSED SPILL CURB VICINITY MAP - LU PROPOSED DROP CURB AND GUTTER C1.0 Z SCALE:NTS *'. -.- 4 , r� W a > BENCHMARK YPC OF SE LOT CORNER PIN(C&H CP.$1) DRAWING LIST o.w ELEVATION=4996.40 FEET(NGS OPUS SOLUTION) C1.0 COVER SHEET o rn LEGAL DESCRIPTION C1.1 OVERALL SITE PLAN . LOT 1,BLOCK 4 OF SOUTHBRIDGE SUBDIVISION,PHASE 1 O C1.2 UTILITY PLAN �r LOCATED IN THE SE 1/4,SEC.23,T.2 S.,R.5 E.OF s '' - � I P.M.M.,CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA C1.3 GRADING AND DRAINAGE PLAN ..+ W SPECIFICATIONS C2.0 DETAILS CONSTRUCTION DUMPSTER LOCATION - o o ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE /� (SUBJECT TO CHANGE) 20.0'PUBLIC UTILITY HEREBY INCORPORATED BY REFERENCE: EASEMENT PER PLAT 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) ___ 1.0' NO ACCESS 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING aoa vnarcilrsicn� STRIP PER PLAT r� ADDENDUMS(2017) GENERAL NOTES 5.0'SIDE YARD I I _ _ SETBACK L L - r:. I OWNER 1. NO CHANGE OR M AND COMPANY,Ll ODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE DA L WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING 2320 W.MAIN STREET,SUITE 6 DEPARTMENT. 1 4 �..- BUILDING #3 m BOZEMAN,MT 59718 4 UNITS .` 2. PRIOR TO THE ZE AN,WORKING MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND / FFE=4994.75 THE CITY OF BE WORKING DRAWINGS,INSTALLATION SHEETS,ETC.FOR ALL EQUIPMENT AND SOIL STOCKPILE AREA I / O DEVELOPMENT ADDRESS MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR I (SUBJECT TO CHANGE) WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. 1929 SOUTHBRIDGE DRIVE 1 ,i' s �� • I II 2G u BOZEMAN,MT 59715 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF ----- "° wP SITE DATA 4. THE ETNGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO N Q CONSTRUCTION TRAFFIC U O FQF-y BEGINNING CONSTRUCTION. __ CIRCULATION FFi-I EXISTING ZONING:R-3 RESIDENTIAL MEDIUM DENSITY PROPOSED USE: COMMUNITY RESIDENTIAL-MEDIUM DENSITY RESIDENTIAL 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. BUILDING SETBACKS: FRONT 15' SIDE 5' 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE"ABBREVIATED - - -- _ REAR 20' GEOTECHNICAL REPORT"PREPARED BY ALLIED ENGINEERING,DATED FEBRUARY 26,2012. I I j i7 - ' 10.0' PUBLIC UTILI AREA OF LOT 7= 47,206 SF or 1.0837 ACRES 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA i� _ - - ENT PER PLAT 115.0 SETBACK-- REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS - --- AREA OF STRUCTURE= 16,307 SF or 34.6%of LOT 1 _ - AREA OF STRUCTURES= 11,629 SF or 24.6X of LOT 1 EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. I EXISTING SIDEWALK - 1.0 NO ACCESS STRP AREA OF LANDSCAPING= 19.270 SF or 40.8X of LOT 1 --- - o PERCENT SITE COVERAGE= 58.8% 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL SERVICE i G� .- - O ESTIMATED TOTAL FLOOR AREA= 16,500 SQ. FT. LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR JI16 O FLOOR AREA RATIO=35% SERVICE. �SxOd� __ • 7R NET DWELDWELLINGS C UNIT DENSITY= 11 UNITSROOM U ACRES= 10.15 DWEWNGS/ACRE 25\MPH SIGN _L _ L __ INO PARRK�;�OO J��G' o W o ll��� DWELLINGS CONSIST OF: (11)THREE BEDROOM UNITS(3 BUILDINGS) GENERAL NOTES - SITE GRADING 8 DRAINAGE PLAN ' - -_-(,'BR 3c��� •w \� - CP1 1. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED. '� �- -- r B.M.FND_YPC VEHICLE PARKING SUMMARY e 9 i ELEV.=4996.40' v w PARKING CALCULATIONS(PER SECTION 38.25.010.A) 2. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM 5%GRADE FOR 10 FT(2% e.w- g•ss 3 SPACES PER 3 BEDROOM UNIT(11 (3)BEDROOM UNITS PROPOSED) GRADE AWAY FOR HARDSCAPED AREAS).GRADE AT BUILDING SHALL BE MINIMUM 0.5 FT BELOW TOP _ SOUTHBRIDGE DRIVE 33 SPACES REQUIRED OF FOUNDATION WALL IN LANDSCAPED AREAS. � - e ss PARKING SPACES PROVIDED 3. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8'OF FINISH FLOOR s^ss- CONSTRUCTION TRAFFIC CIRCULATION r\ GARAGE = 11 SPACES ELEVATIONS. V DRIVEWAYS = 11 SPACES 4. CURB CUTS SHALL BE 1.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. STANDARD = 10 SPACES O ON-STREET = 4 SPACES I Scale In Feet TOTAL=36 SPACES PROVIDED(1 VAN ACCESSIBLE ADA SPACE) 20 0 20 PARKLAND DEDUCTION TABLE CONSTRUCTION MANAGEMENT -` SANITARY SEWER MH REQUIRED RIM ELEV. =4,995.53' 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN _ FLOW IN (S)=4,986.43' 6 O 6 DENSITY: 10.1 DU/AC(ZONED R-3) ON SHEET CI.O. FLOW IN (N)=4,986.42' Scale In,Meters 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF THE PROJECT.THE TOPSOIL FLOW OUT(E) =4,986.12' O 11 DU x.03 AC/DU=0.33 ACRE LAND DEDICATION REQUIRED WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE.(APPROX.1 YEAR) Contour Intervals: 1 Foot PROVIDED PARKLAND DEDICATION W/UNDERLYING SUBDIVISION 3 STARTPOF THE OILS OPRO PROJECT UNTIL MASSGRADILATHE BUILDING 5 BACKFILLED.(A PROAND/OR FOUNDATION EXCAVATION WILL A10 WEEKS)CKPILED AT THE 0.39 ACRES FOR LOT 1,BLOCK 4 OPEN SPACE AREA CALCULATION(38.380-240) DISCRIMINATION LAWS(ARM 2430E-9021 1500 SF UNITS x 1ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS UNDER FEDERAL AND STATE 0X= 150 SF OPEN SPACE PER UNIT 1 OVERALL SITE 12'x13'OPEN SPACE AREAS BEHIND EACH UNIT= 156 SF PROVIDED PER UNIT THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL 1.716 SF TOTAL OPEN SPACE PROVIDED KNOWLEDGE THAT THE CITY E BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR C1A SCALE: 1-=20' COMPLIANCE WITH,NOR IS OF FOR ENFORCEMENT OF THE FEDERAL AFFORDABLE HOUSING AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF 1973,THE THE PROPOSED PROJECT IS A CONDOMINIUM DEVELOPMENT,AND IS THEREFORE FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49,CHAPTER 2,COMMONLY KNOWN Issue Date:4/17/2019 EXEMPT FROM AFFORDABLE HOUSING REQUIREMENTS PER THE APPLICABILITY SECTION AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL OF THE CITY AFFORDABLE HOUSING ORDINANCE-ADMINISTRATIVE MANUAL LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY (RESOLUTION 4915). HOUSING. CONSTRUCTION PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN DEVELOPER lANOSCAPE ARCHITECT ciso SHALL BE APPROVED BY THE CITY OF BOZEMAN. 3 3 MIDDLE CONSTRUCTION RED BARN PE ROAD 343 MIDDLE ROAD 3084 THORPE ROAD GROUND MOUNTED MECHANICAL EQUIPMENT SHERIDAN,MT 59749 BELGRADE,MT 59714 NO GROUND MOUNTED MECHANICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO ARCH RECT Cl ENGINEER UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL VISSER ARCHITECTS C&H ENGINEERING AND SURVEYING, INC. ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED 163 QUIET WATER WAY 1091 STONERIDGE DRIVE WITH AN OPAQUE SOLID WALL Al ADEQUATE LANDSCAPE FEATURES. MANHATTAN,Mr 59741 BOZEMAN,MT 59718 #190104