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Home My WebLink About003-C1.0-GENERAL NOTESELECELECELECGASGASGASELECCO ELEC STCO CO ST DSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS ST ST ST ST ST ST ST ST STSTSTST STSTST8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W16''W16''W16''W8''SS8''SS8''SSW V W V W VW V W V W VW V W V SS SS W V HY DHYD HYDHYDW VW VW V SS SS SS ST STST STST STSTSTW V W V W V W V W VW V ST 15''SS15''SS15''SS15''SSWBO HYDGASGASGASGASGASOSW W VWBOWBO WBO WBO WBO WBO W VW VWBOWBO XXXXXXXXXXXXXXXXXXXXXXXOHPOHPOHPOHPOHPOHPOHPOHPT OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP8''SS8''SSXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX<><>SSW VW VW V HYDW V W V W VW V W V W VHYDH YDHYD15''SS15''SS15''SS15''SSUGPUGPUGP UGP UGPUGPUGPUGPUGPUGPUGPUGP UGPUGP UGP UGP UGP UGP UGP UGPUGPUGPSTN89° 52' 12"E 1330.14' S89° 53' 16"W 1329.39'N0° 05' 51"W 332.50'S0° 01' 54"W 332.91'GABRIEL AVEMEAH LANEFOWLER LANEBLDG #C BLDG #A EDGERTON BLVDSEE SHEET 4.0 SEE SHEET C4.1 SEE SHEETS C3.0, C5.0, C5.3 SEE SHEET C3.1, C5.1, C5.4 SEE SHEET C3.2, C5.2, 5.5 BLDG #B S 31ST AVELEGEND SUBJECT PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY SETBACK EASEMENT WATER MAIN W F WATER VALVE WATER CURB STOP WATER BLOW-OFF FIRE HYDRANT FIRE SERVICE LINE 8''W WATER SERVICE LINEW F 8''W 8''SS 4''SS SANITARY SEWER MAIN8''SS 4''SS ST SANITARY SEWER SERVICE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM SEWER MAIN STORM MANHOLE ST GAS ELEC CURB INLET STORM CATCH BASIN GAS LINEGAS ELEC COMM UNDERGROUND ELECTRIC LINE COMM UNDERGROUND COMMUNICATIONS LINE ELECTRIC TRANSFORMER / JUNCTION CAN TELEPHONE BOX CATCH CURB AND GUTTER STORM POND / SWALE CONTOUR LINE SPOT ELEVATION EXISTING PROPOSED DESCRIPTION OSWOSWW VW V WBOWBO DYH HY D SSSS COCO STST TT [00.00](00.00) 44004400 FINISH 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 AREA SPILL CURB DROP CURB AND GUTTER BENCHMARK & DATUM COORDINATE SYSTEM: BOBCAT LDP ELEVATION DATUM: NAVD 88 ELEVATION BENCHMARK: HYDRANT AT SE CORNER OF INTERSECTION OF MEAH LANE & S 31ST AVE. ARROW BOLT ELEVATION: 5016.99 LEGAL DESCRIPTION S23, T02 S, R05 E, N2S2SW4SW4 GALLATIN COUNTY, MT GENERAL NOTES 1.ALL WORK SHALL CONFORM TO THE APPROVED CONSTRUCTION PLANS, AND THE FOLLOWING SPECIFICATIONS, WHICH ARE HEREBY INCORPORATED BY REFERENCE: -MONTANA PUBLIC WORKS STANDARDS & SPECIFICATIONS (MPWSS), SEVENTH EDITION (APRIL 2021) -CITY OF BOZEMAN D.S.S.P. (OCTOBER 2024), -CITY OF BOZEMAN MODIFICATIONS TO MPWSS (OCTOBER 2024) 2.NO CHANGE OR MODIFICATION TO THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL 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 APPROVED CONSTRUCTION PLANS. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR ACQUIRING ANY NECESSARY PERMITS FOR THE CONSTRUCTION OF THE PROJECT (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 OF CONSTRUCTION. 6.THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES IN THE PROJECT AREA HAVE BEEN SHOWN PER FIELD INVESTIGATION AND AVAILABLE UTILITY RECORDS, AND ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE LOCATION 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 DRY UTILITIES ARE TO BE COORDINATED WITH THE UTILITY SERVICE PROVIDER. 2.THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PROJECT CONSTRUCTION, 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 CITY STREETS ADJACENT TO THE PROJECT SITE. WATER NOTES 1. ALL WATER SERVICES 4" IN DIAMETER OR LARGER ARE TO BE DUCTILE IRON PIPE. ALL SERVICE LINES TO BE INSTALLED PER C.O.B. STD. DWG. NO. 02660-6. WATER SERVICE LINES 4" & LARGER WILL BE PERMITTED THROUGH A SEPARATE PLAN SET. 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 AND INSTALLED BY THE CONTRACTOR. THE WET TAP TO THE EXISTING MAIN WILL BE MADE BY THE CITY OF BOZEMAN WATER DEPARTMENT. SANITARY SEWER NOTES 1.INSTALL DETECTABLE WARNING TAPE OVER ALL SEWER MAINS AND SERVICES PER CITY STANDARDS. 2.THE PROPOSED 8" SANITARY SEWER SERVICES SHALL BE SDR35 & CONNECTED TO THE SEWER MAINS AT MANHOLES PER THE APPROVED INFRASTRUCTURE PLANS. THE SERVICES SHALL BE INSTALLED AT 14" PER FOOT MIN. SLOPE PER C.O.B. STD. DWG. NO. 02730-02 4.A MINIMUM OF 5' OF COVER SHALL BE PROVIDED OVER ALL SANITARY SEWER SERVICES FROM FINISH GRADE TO THE TOP OF PIPE. INSULATION SHALL BE PROVIDED OVER ANY PORTION OF THE SEWER SERVICES WITH LESS THAN 5' OF COVER. SITE INFORMATION LOT SIZE: 10.00 ACRES ZONING: R-4 BLOCK FRONTAGE: LANDSCAPE BUILDING SETBACKS:FRONT:15' SIDE: 5' REAR:20' ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS UNDER FEDERAL AND STATE DISCRIMINATION LAWS (ARM 23.301.902) THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR COMPLIANCE WITH, NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL AMERICANS WITH DISABILITIES ACT OF 1990, THE REHABILITATION ACT OF 1973, THE FAIR HOUSING AMENDMENTS ACT OF 1988, TITLE 49, CHAPTER 2, COMMONLY KNOWN AS THE MONTANA HUMAN RIGHTS ACT, OR OTHER SIMILAR FEDERAL, STATE, OR LOCAL LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY HOUSING. DEVELOPMENT ADDRESS 5532 FOWLER LANE BOZEMAN, MT 59715 (ADDRESSES FOR INDIVIDUAL BUILDINGS TO BE DETERMINED) GRADING NOTES 1.REFER TO ABBREVIATIONS IN LEGEND FOR SPOT GRADE DESCRIPTIONS. SPOT GRADES WITH NO ABBREVIATIONS ARE FINISH GRADE. 2.CURB AND GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED. REFER TO 1/C6.1 FOR ELEVATION DIFFERENCES BETWEEN VARIOUS CURB TYPES. 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 1/4" OF FINISH FLOOR ELEVATIONS. 6.REFER TO ARCHITECTURAL PLANS FOR INTERIOR BUILDING ELEVATIONS. 749-01Alpine Job #: THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 2025 ENCOMPASS DESIGN INC.C AN AFFORDABLE HOUSING DEVELOPMENT:ROCKY MOUNTAIN FLATSBOZEMAN, MONTANA1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 24.115edinc Job #: SITE PLAN REVIEW: 05/29/2025 REV. 02: SP RESUBMITTAL #2 C1.0 GENERAL NOTES PROPOSED 60' PUBLIC STREET & UTILITY EASEMENT PROPOSED 60' PUBLIC STREET & UTILITY EASEMENT PROPOSED 60' PUBLIC STREET & UTILITY EASEMENT PROPOSED 10' PEDESTRIAN ACCESS EASEMENT CITY LIMITSR-3 ZONING R-4 ZONING COUNTY AS ZONING COUNTY AS ZONING COUNTY AS ZONING COUNTY AS ZONING COUNTY AS ZONING KURK DR PRIMARY CONSTRUCTION ROUTE SECONDARY CONSTRUCTION ROUTE IF FOWLER OR STUCKY ARE CLOSED (BLACKWOOD TO COTTONWOOD)PROJECT SITE PROJECT VICINITY & CONSTRUCTION ROUTE MAP NOT TO SCALE CITY LIMITSBLACKWOOD ROAD BLACKWOOD ROAD R-3 ZONING R-4 ZONING TRANSTION CURB AND GUTTER SOIL STOCKPILE AREA (LOCATION SUBJECT TO CHANGE) WEST GRAF ST S 27TH AVENUEMEAH LN S 29TH AVENUES 19TH AVENUEFOWLER LANESTUCKY ROAD COTTONWOOD ROADHY D ELEVATION BENCHMARK HYDRANT ARROW BOLT: 5016.99 CONSTRUCTION DUMPSTER (LOCATION SUBJECT TO CHANGE) CONSTRUCTION DUMPSTER (LOCATION SUBJECT TO CHANGE) 0 60'120' SCALE 1" = 60' NSITE OVERVIEW & SHEET INDEX COUNTY AS ZONING REMU ZONING R-5 ZON I N G R-4 ZONING ZONING BOUNDARY (TYP.)