HomeMy WebLinkAbout002_C1.0 - General CivilEXISTING14' ALLEYR.O.W.35'EXISTING36'PROPOSED5'5'5'5'33'36'37'5'5'14.2'
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16'HEC Nov 02, 2022 - 9:47amCAD FILE: M:\213611\Drawings\SITE PLAN\SITE PLAN.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018812/818 BOZEMAN, MT05/27/2022213611PRELIMINARY DRAWING SET - 22x34 ORIGINALS WEST BABCOCKSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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INARY0'30'60'90'C1.0AS NOTEDGENERAL CIVIL PLANMALWEST BABCOCK STREETS. 9TH AVENUEALLEYS. 8TH AVENUEEXITING STREETLIGHT1.LOCATION OF UNDERGROUND UTILITIES SHOWN IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE FORFIELD VERIFICATION OF EXACT LOCATION, DEPTH AND TYPE OF UTILITIES AND IS RESPONSIBLE FOR ANYAND ALL DAMAGES RESULTING FROM THE FAILURE TO EXACTLY LOCATE AND PROTECT ALLUNDERGROUND UTILITIES.2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONTRACT DOCUMENTS ANDSPECIFICATIONS, MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (6TH EDITION), CITY OF BOZEMANMODIFICATIONS TO MPWSS & CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS.3.THE BENCHMARK DATUM USED FOR THIS PROJECT WILL BE TRANSLATED/ADJUSTED TO CITY OF BOZEMAN.4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONSAND INFORMATION SHOWN ON PLANS.5.THE CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TOSTART OF CONSTRUCTION FOR THE APPROPRIATE UTILITY.6.CONTRACTOR SHALL VERIFY WITH ENGINEER ALL EXCAVATION PROCEDURES INCLUDING STORAGE OF TOPSOIL, DISTRIBUTION OF EXCESS SOIL, ROUGH GRADE, FINISH GRADE, ETC.7.CONTRACTOR SHALL PROVIDE POSITIVE SITE DRAINAGE AWAY FROM BUILDINGS AND/OR STORAGEFACILITIES ON ALL SIDES AND PROTECT MATERIAL STOCKPILES FROM EROSION.8.UNLESS NOTED OTHERWISE, BACKFILLING SHALL BE DONE IN 8" LIFTS OR LESS ACCORDING TO THESPECIFIED COMPACTION STANDARDS. FILL AND BACKFILL SHALL BE COMPACTED AT OPTIMUM MOISTURECONTENT.9.ALL MATERIALS USED FOR PIPE BEDDING SHALL CONSIST OF CLEAN, GRANULAR MATERIALS, AND SHALLCONFORM TO THE REQUIREMENTS LISTED FOR BEDDING MATERIAL IN THE SPECIFIED STANDARDS.10.UNLESS NOTED OTHERWISE, BACKFILL SHOULD BE COMPACTED TO 95% RELATIVE COMPACTION IN AREASUNDER STRUCTURES, UTILITIES, ROADWAYS, PARKING AREAS AND CONCRETE FLATWORK, AND TO 90%RELATIVE COMPACTION IN UNDEVELOPED AREAS. RELATIVE COMPACTION SHALL BE IN ACCORDANCEWITH ASTM D698 COMPACTION TEST METHOD.11.THE CONTRACTOR SHALL SUBMIT CONSTRUCTION SUBMITTALS FOR ALL COMPONENTS BEFOREINSTALLING AND CONSTRUCTING THE IMPROVEMENTS AND PRIOR TO ORDERING THE MATERIALS. THEENGINEER SHALL HAVE FIVE (5) WORKING DAYS TO REVIEW THE SUBMITTALS.12.CONTRACTOR SHOULD TAKE NOTE: CONSTRUCTION DE-WATERING MAY BE NECESSARY BUT UNLIKELY.13.THE ENGINEER IS RESPONSIBLE FOR STAKING AS OUTLINED IN THE GENERAL REQUIREMENTS.14.TEMPORARY MATERIALS STORAGE AND STOCKPILE LOCATION SHALL BE ON OWNED PROPERTY IN THEVICINITY OF THE PROJECT SITE.GENERAL CONSTRUCTION NOTESMASTER LINE & SYMBOL LEGENDEXISTING SANITARY SEWER MANHOLECIRCULAR STORM STRUCTURERECTANGULAR STORM STRUCTUREGATE VALVESEWER CLEANOUTSTORM CHAMBERPROPERTY LINEPROPOSED STORM PIPEPROPOSED CURBPROPOSED 4" WATER SERVICEPROPOSED SEWER SEVICEPROPOSED 4" FIRE SERVICEPROPOSED BURIED GASPROPOSED BURIED POWERPROPOSED BURIED FIBER OPTICEXISTING BURIED GAS LINEEXISTING OVERHEAD POWEREXISTING FIBER OPTIC LINEEXISTING WATER MAIN WITH DIAMETEREXISTING SANITARY SEWER MAIN WITH DIAMETEREXISTING STORM PIPEEXISTING STORM MANHOLEEXISTING STORM INLETPOWER POLECONSTRUCTION TRAFFIC ROUTESTGASOHPFOWATSEWSGASUGPFOST
GARAGE APPROACHPER DETAIL 13/C4.1