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HomeMy WebLinkAbout005 C1.1-PLAN SET OVERVIEW, NOTES, LEGENDUGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGTOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHEGASGASGASGASGASGASGASGASGASGAS STSTFOW V STSTSTSTSTWEV EV EV EVEVEV LANDING 8''STLANDING LANDING LANDINGUPUP UPUPUPUPUPUP UP UP GASGASGASGASGASGASCOMMCOMMCOMMCOMMCOMMCOMMELECELECELECELECELECELECGASGASGASGASGASGASGASGASCOMMCOMMCOMMCOMMCOMMCOMMCOMMELECELECELECELECELECELECELECGASGASGASGASGASELECELECELECELECELECCOMMCOMMCOMMCOMMCOMMGASGASGASGASGASGASGASGASCOMMCOMMCOMMCOMMCOMMCOMMELECELECELECELECELECELECGASGASGASGASGASELECELECELECELECELECCOMMCOMMCOMMCOMMCOMMGASGASGASGASGASGASGASGASGASGASCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMELECELECELECELECELECELECELECELECELECELECGASGASGASGASGASGASGASELECELECELECELECELECELECCOMMCOMMCOMMCOMMCOMMCOMMSSSSSSSS15''SS15''SS15''SS15''SS15''SS15''SS15''SS15''SS15''SS8''SS8''SS8''SS8''SS8''SS8''SS15''SS15''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''WSSSS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''SS8''SS8''SS8''SS8''SSSSSS16''W16''W16''W16''W16''W16''W16''W16''W16''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSW VW VW VW VW VW VW VW VW VW VW VW V W VW VHYDHYDHYDHYDHYDHYD HYD HYDHYDHYDS TST STF F4''W4''WFF4''SSF2''W6''SS4''SS4''SS4''SS F4''WW VW VW VW VOSW OSW OSW OSW OSW W VW VW VW VW V W VW V W V W V W V W V W V W V W V W V W V W VW VW VCO C OCO C OC OCOC OC OCOC OC OC OSSSSSS21''ST 21''ST 21''ST 21''ST 21''ST 21''ST 21''ST 21''ST 21''ST 21''ST ST STSTSTSTST15''STBENNETT BOULEVARDHOMESTEAD AVENUE GABRIEL AVENUE APEX DRIVEFOWLER LANE PROPOSED 60'PUBLIC STREET AND UTILITY EASEMENTPROPOSED 60'PUBLIC STREET ANDUTILITY EASEMENTPROPOSED 60' PUBLIC STREETAND UTILITY EASEMENTPROPOSED 60'PUBLIC STREET ANDUTILITY EASEMENTDELINEATEDWETLAND (2023)BLDG #1236-PLEXBLDG #912-PLEXBLDG #836-PLEXBLDG #1112-PLEXBLDG #1012-PLEXBLDG #736-PLEXBLDG #636-PLEXBLDG #212-PLEXBLDG #112-PLEXBLDG #336-PLEXBLDG #536-PLEXBLDG #436-PLEXN89° 17' 16"E 1341.25'S0° 00' 24"W 668.78'S89° 27' 18"W 1339.22'N0° 09' 50"W 664.85'SEE SHEETS C3.0, C4.0, C5.0SEE SHEETS C3.1, C4.1, C5.1SEE SHEETS C3.2, C4.2, C5.2SEE SHEETS C3.3, C4.3, C5.3GARAGECARPORTGARAGEGARAGEGARAGECARPORTCARPORTCARPORTCARPORTCARPORTCARPORTCARPORTCARPORTOPEN SPACE B(9,861 SF)OPEN SPACE D(3,497 SF)OPEN SPACE E(6,437 SF)OPEN SPACE F(3,755 SF)OPEN SPACE A(3,775 SF)OPEN SPACE C(9,825 SF)RANGE 5 APARTMENTS Bozeman, Montana Any unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright © 2023 Bechtle Architects 3825 Valley Commons Drive #3 Bozeman, MT 59718 406.585.4161 ph 406.585.6919 fax BECHTLEARCHITECTS THIS LINE IS 1 INCH LONG WHEN PRINTED TO FULL SCALE May 07, 2024PO BOX 888 Belgrade, MT 59714SITE PLANSUBMITTALTAOMNNAR N GEOSEFSINAL ROPEINECOTEETHAN LNo. 60593PEELICNES D05/07/202423-013.1JOB:REVISION SCHEDULENo. Description Date1 SP 01 01/25/242 SP 02 05/07/24060'120'SCALE 1" = 60'NLEGENDSUBJECT PROPERTY BOUNDARYADJACENT PROPERTY BOUNDARYSETBACKEASEMENTWATER MAINWFWATER VALVEWATER CURB STOPWATER BLOW-OFFFIRE HYDRANTFIRE SERVICE LINE8''WWATER SERVICE LINEWF8''W8''SS4''SSSANITARY SEWER MAIN8''SS4''SSSTSANITARY SEWER SERVICESANITARY SEWER MANHOLESANITARY SEWER CLEANOUTSTORM SEWER MAINSTORM MANHOLESTGASELECCURB INLETSTORM CATCH BASINGAS LINEGASELECCOMMUNDERGROUND ELECTRIC LINECOMMUNDERGROUND COMMUNICATIONS LINEELECTRIC TRANSFORMER / JUNCTION CANTELEPHONE BOXCATCH CURB AND GUTTERSTORM POND / SWALECONTOUR LINESPOT ELEVATIONEXISTINGPROPOSEDDESCRIPTIONOSWOSWW VW VWBOWBODYHHYDSSSSCOCOSTSTTT[00.00](00.00)44004400FINISH FLOOR ELEVATION"FFE"TOP OF WALL"TOW"TOP BACK OF CURB"TBC"FLOW LINE"FL"EDGE OF ASPHALT"EA"SIDEWALK"SW"HIGH-POINT"HP"LOW POINT"LP"TRAFFIC DIRECTION ARROW(NOT A PAVEMENT MARKING)SNOW STORAGE AREASPILL CURBDROP CURB AND GUTTERBENCHMARKNOT AVAILABLEELEVATIONS BASED ON NAVD 88 DATUMLEGAL DESCRIPTIONTRACT 2 OF C.O.S. 1996,NW 14 OF SEC. 23, T. 02 S., R. 5 E., OF P.M.M.,GALLATIN COUNTY, MONTANAGENERAL NOTES1. ALL WORK SHALL CONFORM TO THE APPROVED CONSTRUCTION PLANS, AND THE FOLLOWING SPECIFICATIONS, WHICHARE HEREBY INCORPORATED BY REFERENCE:- MONTANA PUBLIC WORKS STANDARDS & SPECIFICATIONS (MPWSS), SEVENTH EDITION (APRIL 2021)- CITY OF BOZEMAN D.S.S.P. (MARCH 2020),- CITY OF BOZEMAN MODIFICATIONS TO MPWSS (AUGUST 2017)2. NO CHANGE OR MODIFICATION TO THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTENAPPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEER.3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH THE APPROVEDCONSTRUCTION PLANS.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR ACQUIRING ANY NECESSARY PERMITS FOR THE CONSTRUCTION OF THEPROJECT (STREET CUT PERMIT, SWPPP, CONSTRUCTION DEWATERING, ETC.).5. THE CITY OF BOZEMAN AND THE PROJECT ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE BEGINNING OFCONSTRUCTION.6. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES IN THE PROJECT AREA HAVE BEEN SHOWN PERFIELD INVESTIGATION AND AVAILABLE UTILITY RECORDS, AND ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THELOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.7. PROPOSED DRY UTILITIES (ELECTRICAL, GAS, COMMUNICATIONS) SHOWN ARE SCHEMATIC. THE FINAL INSTALLED LOCATION OF DRYUTILITIES ARE TO BE COORDINATED WITH THE UTILITY SERVICE PROVIDER.2. THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PROJECTCONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND ENSURING THE PROJECT MEETS OSHA REQUIREMENTS.3. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED.4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY NECESSARY TRAFFIC CONTROL FOR THE PROJECT.5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING REGULAR CLEANING OF CONSTRUCTION MATERIAL THAT IS TRACKED ONTO CITYSTREETS ADJACENT TO THE PROJECT SITE.WATER NOTES1. ALL WATER SERVICES LINES LESS THAN 4" IN DIAMETER ARE TO BE TYPE K ANNEALED COPPER PIPE CONFORMING TOAWWA SPECIFICATION C800. ALL WATER SERVICES 4" IN DIAMETER OR LARGER ARE TO BE DUCTILE IRON PIPE. ALLSERVICE LINES TO BE INSTALLED PER C.O.B. STD. DWG. NO. 02660-6.2. INSTALL DETECTABLE WARNING TAPE OVER ALL WATER MAINS AND SERVICES PER CITY STANDARDS.3. INSTALL TRACER WIRE ON WATER MAINS PER CITY STANDARDS.4. A MINIMUM OF 6.5' OF COVER SHALL BE PROVIDED OVER ALL WATER SERVICES FROM FINISH GRADE TO THE TOP OF PIPE.INSULATION SHALL BE PROVIDED OVER ANY PORTION OF THE WATER SERVICE WITH LESS THAN 6.5' OF COVER.5. TAPPING SLEEVES AND SADDLES FOR WATER SERVICE & MAIN TAPS ONTO CITY WATER MAINS SHALL BE FURNISHED ANDINSTALLED BY THE CONTRACTOR. THE WET TAP TO THE EXISTING MAIN WILL BE MADE BY THE CITY OF BOZEMAN WATERDEPARTMENT.SANITARY SEWER NOTES1. INSTALL DETECTABLE WARNING TAPE OVER ALL SEWER MAINS AND SERVICES PER CITY STANDARDS.2. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER SERVICES ARE TO BE SDR 26 PVC INSTALLED AT 14" PER FOOT MIN.SLOPE PER C.O.B. STD. DWG. NO. 02730-023. SANITARY SEWER SERVICE CONNECTIONS TO EXISTING SEWER MAINS ARE TO BE MADE WITH INSERTA TEES. THE CITY OFBOZEMAN SEWER DEPARTMENT SHALL MAKE ALL TAPS FOR NEW SEWER SERVICES CONNECTED TO EXISTING MAINS.4. A MINIMUM OF 5' OF COVER SHALL BE PROVIDED OVER ALL SANITARY SEWER SERVICES FROM FINISH GRADE TO THE TOPOF PIPE. INSULATION SHALL BE PROVIDED OVER ANY PORTION OF THE SEWER SERVICES WITH LESS THAN 5' OF COVER.SITE INFORMATIONLOT SIZE: 20.515 ACRESZONING: R-4BUILDING SETBACKS: FRONT: 15' SIDE: 5'REAR: 20'ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS UNDERFEDERAL AND STATE DISCRIMINATION LAWS (ARM 23.301.902)THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULLKNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FORCOMPLIANCE WITH, NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL AMERICANSWITH DISABILITIES ACT OF 1990, THE REHABILITATION ACT OF 1973, THE FAIR HOUSINGAMENDMENTS ACT OF 1988, TITLE 49, CHAPTER 2, COMMONLY KNOWN AS THE MONTANAHUMAN RIGHTS ACT, OR OTHER SIMILAR FEDERAL, STATE, OR LOCAL LAWS THAT MANDATEACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY HOUSING.PROPOSED 10' PEDESTRIANACCESS EASEMENTPROPOSED 10' PEDESTRIANACCESS EASEMENTC1.1PLAN SETOVERVIEW,NOTES, &LEGENDDEVELOPMENT ADDRESS4840 FOWLER LANEBOZEMAN, MT 59715(ADDRESSES FOR INDIVIDUAL BUILDINGS TO BE DETERMINED)GRADING NOTES1. REFER TO ABBREVIATIONS IN LEGEND FOR SPOT GRADE DESCRIPTIONS. SPOT GRADES WITH NO ABBREVIATIONS AREFINISH GRADE.2. CURB AND GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED. THE ELEVATION DIFFERENCE FROM TOP BACK OFCATCH CURB TO CURB GUTTER FLOW LINE IS 0.45'. THE ELEVATION DIFFERENCE BETWEEN BACK OF DROP CURB ATPEDESTRIAN RAMPS AND GUTTER FLOW LINE IS 0.06'. THE ELEVATION DIFFERENCE BETWEEN TOP BACK OF SPILL CURBAND LIP OF CURB (EDGE OF ASPHALT) IS 0.57'.3. PER INTERNATIONAL BUILDING CODE, FINISH GRADE SHALL SLOPE AWAY FROM BUILDINGS AT 5% MIN. SLOPE FOR 10'.4. FINISH GRADE ALONG BUILDINGS SHALL BE 8" MIN. BELOW TOP OF FOUNDATION WALL / SLAB IN LANDSCAPED AREAS.5. ELEVATIONS OF CONCRETE WALKS AT BUILDING ENTRANCES TO BE WITHIN 1/8" OF FINISH FLOOR ELEVATIONS.6. REFER TO ARCHITECTURAL PLANS FOR INTERIOR BUILDING ELEVATIONS.7. THIS PROJECT IS LOCATED IN AN AREA OF SEASONAL HIGH GROUNDWATER. CRAWL SPACE FOUNDATIONS ARE NOTRECOMMENDED ON THIS SITE.PHASE 2PHASE 1PHASE 3PHASE 5PHASE 4PHASE 3