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Home My WebLink About013 Civil General Notes 1CONTROL POINTDECIDUOUS TREE (SIZE AS NOTED)COMMUNICATIONS PEDESTALCABLE TELEVISION PEDESTALSIGN/"SIGN TEXT"SANITARY SEWER MANHOLEFIRE HYDRANTWELLBURIED ELECTRIC LINECONTOUR (1 FOOT INTERVAL)WATER VALVEGAS MAINSANITARY SEWER MAINCURB AND GUTTEREDGE OF GRAVELWATER MAINLEGEND-EXISTINGDRAINAGE SUMPSTORM DRAIN LINESANITARY SEWER CLEANOUTCURB AND GUTTER W/LAYDOWNBURIED FIBER OPTIC LINEDRIP LINE OF TREESUBJECT PROPERTY BOUNDARYCONCRETE SIDEWALKEDGE OF ASPHALTWATER METERCURB BOX/WATER SERVICE VALVEELECTRIC TRANSFORMERASPHALTFLOOD LIMITCENTER OF STREAMWETLANDSSANITARY SEWER MANHOLELIGHT POLEBURIED ELECTRIC LINECONTOUR (1 FOOT INTERVAL)BURIED TELEPHONE LINEGAS MAINFENCESANITARY SEWER MAINFIRE SERVICESANITARY SEWER SERVICECURB AND GUTTER (CATCH - COB STD. 02528-1)STORM DRAIN MANHOLEDRAINAGE SUMPSTORM DRAINCURB AND GUTTER W/DRIVEWAY OPENINGBURIED FIBER OPTICROOF DRAIN SUMPIRRIGATION DITCHEDGE OF ASPHALTLEGEND-PROPOSEDJOINT UTILITY TRENCH4" THICK CONCRETE SIDEWALK (6,176 SF)ADA TRUNCATED DOMESSIGNASPHALT (51,310 SF)6" THICK CONCRETE SIDEWALK (1,467 SF)CURB AND GUTTER (SPILL - COB STD. 02528-1)IRRIGATION LINESLEEVEDRAINAGE INLET (CURB BACKED LID)DRAINAGE SUMP (CURB BACKED LID)ADA RAMPROOF DRAIN LINEBUILDING (35,683 SF)WATER SERVICEOPEN SPACE (22,036 SF)SNOW STORAGEFIRE HYDRANTGATE VALVE WITH BOX14TH & PATRICK AFFORDABLE HOUSING BOZEMAN, MONTANA22-12-13MAY 26, 2023PROJECT:SHEET REVISIONS:NO. DESCRIPTION DATEWGMGROUPWWW.WGMGROUP.COMFILE: W:\Projects\221213\20 Data\CAD\01 Design\221213_CV.dwgSURVEYED:DESIGN:DRAFT:APPROVE:DATE:LAYOUT:GENERAL NOTES C1.1C&H ENGINEERINGEVRDEB/TNSMAMC1.11)ALL WORK SHALL CONFORM TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION, APRIL 2010, ASAMENDED BY THE CITY OF BOZEMAN.2)CONTRACTOR SHALL FIELD VERIFY THE LOCATION, SIZE, AND DEPTH OF ALL UTILITIES INCLUDING ALL SERVICES TO ALLPROPERTIES. THESE DRAWINGS MAY NOT SHOW ALL FACILITIES. THE DEPTHS OF ALL EXISTING UTILITIES ARE UNKNOWN.BURIED UTILITIES SHOWN ON THIS SITE ARE BASED ON AVAILABLE RECORDS AND UTILITY LOCATOR PAINT MARKS.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION.2)CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM CITY OF BOZEMAN, STATE OF MONTANA, AND UTILITYCOMPANIES PRIOR TO STARTING WORK.3)ALL CONCRETE AREAS ARE DESIGNED TO HAVE A 1.0% MAXIMUM CROSS SLOPE UNLESS OTHERWISE SHOWN ON THE PLANS.4)ALL MATERIALS AND WORKMANSHIP OF IMPROVEMENTS SHALL MEET OR EXCEED ADA AS WELL AS STATE AND LOCALREGULATIONS. WHERE THERE IS A CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLESTANDARD, THE HIGHER QUALITY STANDARD SHALL APPLY.5)CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.6)CONTRACTOR RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES, AND PROTECTING HAULOFF/DRAG ON ONTO ADJACENT PARKING AREAS AND PUBLIC RIGHTS OF WAY. CONTRACTOR RESPONSIBLE FOR CLEANINGANY MATERIAL HAULED OFF/DRUG ONTO ADJACENT PARKING AREAS OR PUBLIC RIGHTS OF WAY.7)CONTRACTOR RESPONSIBLE FOR LOCATING EXISTING IRRIGATION SYSTEM AND REPAIRING ANY CONTRACTOR DAMAGE TOSYSTEM.8)GRADING AND SLOPE INFORMATION PRESENTED IN THIS PLAN SET IS BASED ON DESIGN GRADES AND BEST AVAILABLEMAPPING INFORMATION. EXISTING ELEVATIONS AT TIE IN POINT ELEVATIONS SHALL BE VERIFIED PRIOR TO INSTALLATION OFEXTERIOR IMPROVEMENTS. NOTIFY ENGINEER IF DIFFERENT CONDITIONS ARE FOUND. CONTRACTOR RESPONSIBLE FORENSURING POSITIVE DRAINAGE AND ADA COMPLIANCE FOR CONSTRUCTED IMPROVEMENTS.9)THIS PLAN IS TO BE USED TO ASSIST THE CONTRACTOR IN HORIZONTAL LOCATION DURING THE STAKING AND LAYOUT. IF THECONTRACTOR DISCOVERS ANY DISCREPANCY BETWEEN THE GIVEN DATA AND THE INTENT SHOWED BY THE DRAWINGS, THECONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION.GENERAL NOTES:(CIVIL DRAWINGS)RESTRAINED PIPE NOTES:1)THRUST RESTRAINT SHALL BE REQUIRED ON ALL FITTINGS AS SPECIFIED IN THE MPWSS, SEVENTH EDITION (APRIL2021). IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZING RESTRAINEDJOINTS AND RESTRAINED JOINT FITTINGS.2)REFER TO TABLE 1 FOR RESTRAINED LENGTHS ON THE FITTINGS INCLUDED WITHIN THIS PROJECT.3)FITTINGS THAT REQUIRE RESTRAINED LENGTHS LESS THAN THE PIPE LENGTH FROM THE FITTING SHALL BERESTRAINED ONLY AT THE PIPE FITTING. JOINTS ENDING WITH THE RESTRAINED LENGTH GIVEN SHALL BERESTRAINED AS DIRECTED BY ENGINEER.4)USE THE GIVEN CHART FOR RESTRAINED JOINT PIPE LENGTHS UNLESS OTHERWISE NOTED ON THE PLAN SHEETS.5)THE FIRST LENGTH LISTED FOR RESTRAINED LENGTHS ON TEES IS THE REQUIRED DISTANCE ON EACH SIDE OF THETEE ALONG THE RUN. THE SECOND LENGTH IS THE REQUIRED DISTANCE FOR THE BRANCH.6)RESTRAINED LENGTHS FOR WATER VALVES SHALL EQUAL THE RESTRAINT LENGTH FOR PLUGS.6"6"FIRE SERVICE LINES NOTES1)ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS (MPWSS) AND THE CITY OF BOZEMAN'S MODIFICATIONS TO MPWSS.2)NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIORWRITTEN CONSENT OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.3)PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL PROVIDE MATERIAL SUBMITTALS/SHOPDRAWINGS TO THE ENGINEER AND THE CITY OF BOZEMAN FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THEPROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ALL EQUIPMENT ANDMATERIALS BY THE ENGINEER.4)THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OFCONSTRUCTION.5)ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNELONLY.6)THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNINGCONSTRUCTION.7)TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED, UNLESS OTHERWISE SPECIFIED.8)ACCORDING TO THE CITY OF BOZEMAN REQUIREMENTS, AN APPROVED DOUBLE CHECK BACKFLOW PREVENTIONDEVICE MUST BE INSTALLED BY THE OWNER FOR THE NEW BUILDING(S) SHOWN IN ACCORDANCE WITH C.O.B.STANDARD DRAWING NO. 02660-13.9)FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE SERVICE LINESTANDARD. THE FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE INSTALLED AS PART OF THIS PROJECT.10)THE FIRE SERVICE LINE IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR FROM THE POINTOF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN THE BUILDING.11)APPLICATIONS FOR WATER SERVICES MUST BE MADE BY THE CONTRACTOR/OWNER AND APPROVED BY C.O.B.BEFORE THE FIRE SERVICE LINE AND DOMESTIC SERVICE LINE CAN BE INSTALLED.12)THE 6.5' MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE, OR SUFFICIENT INSULATION INSTALLED OVERTHE LINES IF 6.5' OF COVER CANNOT BE MAINTAINED, BEFORE THE LINE WILL BE ACTIVATED.13)FIRE LINE IS A CLASS 1 SYSTEM.14)FLUSHING ORIFICE TO BE AT LEAST 2.50" IN DIAMETER OR AS SPECIFIED BY THE ENGINEER.15)WGM GROUP WILL PERFORM INSPECTION WORK ON THIS PROJECT WHICH IS SOLELY FOR ENSURING THAT THEPROJECT IS BUILT PER THE APPROVED PLANS AND SPECIFICATIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FORENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL OSHAREQUIREMENTS AND ALL APPLICABLE SAFETY REQUIREMENTS BOTH FOR THEIR EMPLOYEES AND ANY SITEINSPECTION WORK PERFORMED BY THE ENGINEER.16)ALL JOINTS, FITTINGS, AND VALVES SHALL BE RESTRAINED AS SPECIFIED IN THE JOINT RESTRAINT TABLE THIS SHEET.17)ALL WATER FROM FLUSHING SHALL BE DISCHARGED AND STORED IN A WATER TRUCK AND HAULED OFF SITE.18)IF GEOTECH REPORT INDICATES PRESENCE OF CORROSIVE SOILS, ALL BURIED DUCTILE IRON PIPE AND FITTINGSSHALL BE PROVIDED WITH THE MANUFACTURER'S ZINC COATING AND WRAPPED WITH V-BIO ENHANCEDPOLYETHYLENE.1COB SP COMMENTS8/22/23