Loading...
HomeMy WebLinkAbout002 C1.0 COVER SHEET LEGEND X I.__.:I EXISTING SPOT ELEVATION LP LOW-POINT �p'�-OF M*,,A49 X(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE U p © EXISTING UG POWER BOX TBC TOP BACK OF CURB �D MARK A. d Q EXISTING TELEPHONE BOX SW SIDEWALK CHANDLER 0 EXISTING UTILITY BOX FF FINISH FLOOR No. 9518ES � ® EXISTING SANITARY SEWER MANHOLE LS LANDSCAPE �yy� (/CE14W �j EXISTING STORM SEWER MANHOLE TOW TOP OF WALL SUBJECT PROPERtt SUBJECT PROPERN ( pNO�' O`0 EXISTING SANITARY SEWER CLEANOUT EP EDGE OF PAVEMENT EXISTING FIRE HYDRANT BOW BOTTOM OF WALL EXISTING WATER VALVE PROPOSED CURB AND GUTTER Sheet EXISTING CURB STOP ® PROPOSED SPILL CURB �Y EXISTING POWER POLE PROPOSED DROP CURB p m m E Xx EXISTING LIGHT POLE EXISTING WATER WELL D1 PROPOSED SANITARY SEWER MANHOLE a c PROPOSED STORM SEWER MANHOLE c o v PROPOSED STORM SEWER INLET o d' O`0 PROPOSED SANITARY SEWER CLEANOUT co PROPOSED FIRE HYDRANT G PROPOSED WATER VALVE o o N� ® PROPOSED CURB STOP R-4 R-4 CI9j^mc PROPOSED LIGHT POLE ® PROPOSED WATER WELL N N S t TRAFFIC FLOW PROPERTY BOUNDARY LINE 0 C1 a SURROUNDING PROPERTY LINE W SETBACK LINE EASEMENT LINE 3� -X-X-X- EXISTING FENCE o ONE EXISTING OVERHEAD ELECTRIC LINE ucs EXISTING UNDERGROUND ELECTRIC LINE cns EXISTING GAS LINE ucr EXISTING UNDERGROUND PHONE LINE w EXISTING WATER MAIN 20 scale In Feet 20 2 VICINITY MAP CONSTRUCTION ROUTE MAP ss EXISTING SANITARY SEWER MAIN rTl s* C1.0 EXISTING STORM SEWER 6 0 6 SCALE:NTS C1A SCALE:NTS �rTTW�I e"w PROPOSED 6" WATER MAIN Scale In Meters ; ."IPROPOSED 6° SANITARY SEWER MAIN sr PROPOSED STORM SEWER a Ucs PROPOSED UNDERGROUND ELECTRIC LINE DRAWING LIST , u) cis PROPOSED GAS LINE ucr PROPOSED UNDERGROUND PHONE LINE C1.0 COVER SHEET > I I rW PROPOSED SWALE/RETENTION POND CONTOUR C2.0 CIVIL SITE PLAN , Q ; C2.1 DEMO PLAN - - BENCHMARK TOP OF NAIL(C&H CP.50) C3.0 UTILITY PLAN ELEVATION=4718.96 FEET(NGS OPUS SOLUTION) C4.0 SITE GRADING & DRAINAGE PLAN 1 20'ROAD EASEMENT y + HYDRANT RR OW BOLT LEGAL DESCRIPTION C5.0 DETAILS ' PER PLAT r EL 4. ,7,62' LOT 4,BAXTER LANE SUBDIVISION DETAILS SION NO.1 [PLAT H-151, i I LOCATED IN SW 1/4,SEC.35,T.1 S.,R.5 E.of P.M.M., GENERAL NOTES ' CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA CITY 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE ' LIMITS SPECIFICATIONS MADE WITHOUT THE BOZEMAN ENGINEERING DEPA PRIORTMENT.R WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF TY ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH - [S89'03'18°E] UTILI POLE ARE HEREBY INCORPORATED BY REFERENCE: 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ..300.,9 O9 'SBA¢ R a OT 9) 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC. - _ 30 2010) FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION 5 S (R E A N E R), 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT _ s M c oD ADDENDUMS(2017) AND MATERIALS BY THE ENGINEER. 4' DIA. SHRUB - p'GE/ - wF HE OI J U OND OPEN SPACE AREA HE N 2 O OWNER 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE O UTILI POLE BEGINNING OF CONSTRUCTION. - - ❑ L JT -�a ABS LLC I I � 389 SOUTH FERGUSON AVENUE 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS - '- BOZEMAN,MT 5971 8-41 57 PRIOR TO BEGINNING CONSTRUCTION. - e PATIO PATIO PATIO PATIO DEVELOPMENT ADDRESS 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. SETBACK v T O PRO. } 2 20-PLEX- 1242 THOMAS DRIVE,BOZEMAN,MT 59715 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE CONSTRUCTION WATER SPIGOT y "GEOTECHNICAL INVESTIGATION REPORT"PREPARED BY C&H ENGINEERING,DATED MARCH w a - LJ. DUMPSTER NEAR WELL HEAD SITE DATA zoz1. a M I -- - I I EXISTING ZONING:R 4 RESIDENTIAL HIGH DENSITY 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL o - APPROX. PROPOSED I META PIPE NT PROPOSED USE: COMMUNITY RESIDENTIAL-HIGH DENSITY RESIDENTIAL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS L°0 LOCATION �- '.ETER 3 STORY Y� BUILDING SETBACKS: FRONT 15' FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. _u OF SPOILS,' CONDOMINIUM BUILDING SIDE 5' ^ i I 20-UNITS REAR 20' 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. 9,60E S0.FT: FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE M 0.�gy093 Ac s I I Q AREA OF LOT 4(INCLUDING ROW) =0.9093 ACRES or 39,609 SQ. FT. TIME OF APPLICATION FOR SERVICE. r�T Irr^�JIGA NET AREA OF LOT 4=0.7020 ACRES of 30,579 SQ.FT. PROPOSED TRASH ENCLOSURE 020 Acres BIKE M 3X)o M M AREA OF HARDSCAPE= 10,387 SQ. FT.or 36%of LOT 4 GENERAL NOTES - SITE GRADING & DRAINAGE PLAN I RACKS AREA OF STRUCTURES= 5,848 SO.FT.or 21%of LOT 4 AREA OF OPEN SPACE= 864 SQ.FT.or 2.2%of LOT 4 1. ALL SPOT ELEVATIONS ON CURBS ARE EDGE OF ASPHALT UNLESS OTHERWISE INDICATED. I - MAILBOX I s a0 M O LOCATION PERCENT SITE COVERAGE 59.2% ADD 0.45 FT FOR TOP BACK OF CURB ELEVATION. ESTIMATED TOTAL FLOOR AREA- 17,544 SQ. FT. FLOOR AREA RATIO=61% 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON NET DWELLING UNIT DENSITY=20 DWELUNG(UNITS)/0.9093 ACRES=30.7 LANDSCAPE ISLANDS IS LEVEL CURB. I I,4 ,M DWELLINGS/ACRE / _ 12' CULVERw Fit DWELLINGS CONSIST OF:7 SINGLE BEDROOM UNffS, 10 ENERGY EFFICIENCY 3. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM SR GRADE FOR 10 - _ PATIO PATIO PATIO I- U x UNITS,AND 3 TWO BEDROOM UNITS FT BELOW GRADE AWAY FOR FOUNDATION WALL I AREAS).GRADE AT BUILDING SHALL BE MINIMUM 0.5 BLUE T-POST • • • - u FT BELOW TOP OF FOUNDATION WALL IN LANDSCAPED AREAS. x LL3 IT IXISTING VEHICLE PARKING SUMMARY 10'SETBACK PARKING CALCULATIONS(PER SECTION 38.25.010.A) 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8'OF FINISH - �� co.N RETENTI N POND /JII -- �;, FOR TH6MAS DR O 1.5 SPACES PER BEDROOM UNIT(7 UNITS PROPOSED) FLOOR ELEVATIONS. -- N ' cou �owN comm T a 1.25 SPACES PER EFFICIENCY UNIT(10 UNITS PROPOSED) 5. RETENTION PONDS SHALL BE 1.5 FT DEEP W/4H:1V EMBANKMENT SLOPES. EXISTING SID WALK ' z 2 SPACES PER 2-BEDROOM UNIT(3 PROPOSED) f B/MiS T N 27 SPACES REQUIRED AIL 6. CURB CUTS SHALL BE 2.5 FT WIDE AND SLOPED TO DRAIN TO SWALES. a \ TOP BACK„ CURB T-POST 50 > � � - PARKING SPACES PROVIDED CONSTRUCTION MANAGEMENT 4\ o U STANDARD =23 SPACES ON- ` ° GU R CENTERLINEI ICI STREET =6 SPACES 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC w w w w w w w VISION TRIANGLE Y w T TOTAL=29 SPACES PROVIDED ROUTE SHOWN ON SHEET C1.0. w w w w A 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF THE PROJECT. -� PARKLAND SUMMARY THE TOPSOIL WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE. 300.75 270-53.31w (R) w h��•11l CASH-IN-UEU OF PARKLAND SHALL BE PROVIDED PRIOR TO FINAL SITE (APPRO%.1 YEAR) -ss ss ss ss ss ss sELI 4 PLAN APPROVAL. THE CIL PAYMENT FEE SHALL BE CONFIRMED WITH 3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATION EXCAVATION WILL BE STOCKPILED n ss L��s+=vcr2SE�'YV}- ss ss s ss s ss THE C.O.B. PARKS DEPT. AT THE START OF THE PROJECT UNTIL THE BUILDING IS BACKFlLLED.(APPROX.10 WEEKS) SARTAIN STREET OPEN SPACE AREA CALCUTATON(PER SECTION 3&27.020.E1 TOP BACK OF CURB 100 SQ.FT.PER 1 BEDROOM UNIT DISCRIMINATION LAWS(ARM 24.301.9021 (100'8)=800 SQ. Fr. THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL 825 SQ. FT.OF OPEN SPACE PROVIDED KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR O� W GROUND FLOOR PROVIDED BY PATIOS COMPLIANCE WITH, NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL - EXISTING SIDEWALK 50%OF 2ND&3RD FLOOR PROVIDED BY DECKS AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF 1973,THE - - - - - - - _ _ _ w FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49,CHAPTER 2,COMMONLY KNOWN - - - o AFFORDABLE HOUSING AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL NO AFFORDABLE HOUSING PER SECTION 17.02 OF THE BOZEMAN MUNICIPAL LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY 60'PUBLIC STREET CODE IS PROPOSED FOR THIS DEVELOPMENT HOUSING. AND UTILITY APPROX.LIGHT a EMENT PER60' ROAD EASEMENT LOCATION-. 4 WATER RIGHTS(CASH-IN-UEU1 DEVELOPER IANDSCAPE ARCHITECT I DOCC..SNo. 2199214 APPROACH LOT 5 PER BAXTER SQUARE FROM AERIAL WATER RIGHTS HAVE BEEN PROVIDED BY THE UNDERLYING SUBDIVISION. SUBDIVISION PHASES 1&2 ABS,LLC 109 E OAK TOP BACK OF CURB QNSTRUI ACTIVITY 389 FERGUSON AVE. 109 E OAK ST,STE iF, PRIOR TO INITIATING CONSTRUCNON,AN EROSION AND SEDIMENT CONTROL PLAN BOZEMAN,MT,59718 BOZEMAN,MT 59715 I I o Issue Date:812312022 SHALL BE APPROVED BY THE CITY OF BOZEMAN. ARCHITECT CIVIL ENGINEER GROUND MOUN011 MECHANICAL EQUI I 20'ROAD EASEMENT ~ 3 NO GROUND MOUNTED MECHANICAL EQUIPMENTPMENT,INCLUDING BUT NOT LIMITED TO JD ARCHITECTS C&H ENGINEERING AND SURVEYING,INC. PER PLAT 719 W MENDENHALL ST, 1091 STONERIDGE DRIVE UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS BOZEMAN,MT 59715 BOZEMAN,MT 59718 SHALL ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY I 30 SCREENED WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE I ,� e O FEATURES. 1 OVERALL SITE C1.0 SCALE:1"= 20' 201397