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HomeMy WebLinkAboutB12-32 C1 (2) O TAN, A PE �3 'wa 5�crs,?ec1,SJEa�'V�� ° �7ONAL GENERAL NOTES RECORD DRAWINGS 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE LEGEND APPROVED RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. ALL UTILITIES MAY NOT BE SHOWN IN THESE NAME TITLE DATE PLANS. M (n NEW EXISTING DESCRIPTION 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH 2 II THOMAS�DEAN&HOSKINS�INC.INCINTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE TD& y ENGINEERING CONSULTANTS UTILITY COMPANY. 6 GREAT FALLS-BOZEMAN-KALISPELL MONTANA H f f LEWISTON w�"INPArLO 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. o 0 0 0 MANHOLE 4. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE CLEANOUT REMOVED & RESET BY CONTRACTOR. • CO I 5. CONTRACTOR SHALL REMOVE AND REPLACE OR DISPOSE OF ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERE WITH CONSTRUCTION UPON +e CONTROL PAINT W/ NUMBER O O O APPROVAL OF PROJECT ENGINEER. >w >w >w m o m o m o CONCRETE/SIDEWALK 6. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO ORDERING MATERIAL. 0,¢o°mm 3415 ------a--3415--------- CONTOUR 7. ALL CONSTRUCTION SHALL CONFORM TO MPWSS (LATEST EDITION) AND CITY OF c zzo ABBREVIATIONS BOZEMAN MODIFICATIONS TO MPWSS (LATEST EDITION). ID� _'a CURB & GUTTER 3 8. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN BASED ON ONE CALL CURB & GUTTER (SPILL) COB CITY OF BOZEMAN MAX MAXIMUM LOCATES AND RECORD DRAWINGS, ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITY AND SERVICE LINES PRIOR CULVERT D.I. DUCTILE IRON MIN. MINIMUM TO EXCAVATION AND SHALL PRESERVE AND PROTECT THEM (UNDERGROUND AND DEGREE NO NUMBER OVERHEAD) AT ALL TIME DURING CONSTRUCTION. aI w DELINEATOR POST DEFL. DEFLECTION RPC RED PLASTIC CAP y DWG. DRAWING SS SANITARY SEWER 9. ANY DAMAGE TO EXISTING CURB, SIDEWALK, OR ASPHALT WILL BE REPAIRED OR L DITCH/SWALE STA. STATION REPLACED IN KIND, UNLESS SPECIFICALLY MENTIONED OTHERWISE ON THE •� ELEC. ELECTRIC STD. STANDARD DRAWINGS. w J ELEV. ELEVATION SW SIDEWALK C Y C ] ASPHALT EXIST. EXISTING TYP. TYPICAL 10. CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL NECESSARY FOR WORK WITHIN J°m THE RIGHT-OF-WAY IN ACCORDANCE WITH MUTCD AND CITY OF BOZEMAN F.O.C. FACE OF CURB TELE. TELEPHONE STANDARDS. C LLm8 d - - - - - - EDGE OF GRAVEL FL FLOW LINE T.O.C. TOP OF CURB W ray H HORIZONTAL VERT/V. VERTICAL 11. ALL SIGNING AND STRIPING SHALL CONFORM WITH THE MANUAL ON UNIFORM '0w -x-x-x-x-x-*- FENCE - WIRE INV INVERT W/ WITH TRAFFIC CONTROL DEVISES (MUTCD). 0 L.F. LINEAR FEET WAT. WATER © COMMUNICATIONS RISER FLUSH 12. ALL FINISHED GRADE ELEVATIONS ARE TO FLOW LINE OF CURB OR FINISHED GRADE DRAWN BY: MRM,KLS MECH. MECHANICAL % PERCENT FOR OTHER IMPROVEMENTS. DESIGNED BY: MRM,KLS M ELECTRICAL BOX 13. FINAL LANDSCAPING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE DUALITY CHECK: D12 JC © CABLE N FIBEROPTIC RISER DATE: AUGUST-012 / PER THE ARCHITECTURAL LANDSCAPE PLAN. SECTION OR DETAIL JOB NO. B12-032 9 IRRIGATION RISER DESIGNATION SYMBOL 14. IF GRADES SHOWN CONFLICT WITH SPOT ELEVATIONS, SPOT ELEVATIONS SHALL FIELDBOOK 0 COMMUNICATIONS RISER 3 GOVERN. O SHEET NUMBER WHERE 15. CONTRACTOR SHALL DE-WATER SITE AS NECESSARY TO INSTALL IMPROVEMENTS. GUY WIRE SECTION OR DETAIL IS SHOWN 16. FINISHED GRADE ADJACENT TO NEW BUILDINGS SHALL BE EQUAL TO FINISHED U ® INLET FLOOR FOR HARD SURFACES AND 6" BELOW FINISHED FLOOR FOR GRASS OR M ® IRRIGATION VALVE LANDSCAPE AREAS. Z N MAILBOX 17. MAXIMUM SLOPE FOR RAMPS SHALL BE 12H:1V. O ED 18. ALL SIDEWALKS, RAMPS, AND SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE 6) Q Z >D UTILITY POLE POINT NORTHING EASTING ELEVATION DESCRIPTION Q TRAFFIC SIGN 1 12545. 1 487L566 4 4 c 1 r c Q' TREE LINE 535A 13199.856 5116,739 4632.400 c i 5 r c O 536A 12773.531 5080.130 4637.175 c 1 5 r c W U,L Z E E UNDERGROUND ELECTRIC 0 UNDERGROUND FIBEROPTIC = Q O --- .Gca --- GASry d z s s SANITARY SEWER ' Z - T UNDERGROUND COMMUNICATIONS SCHEDULE OF CIVIL DRAWINGS WATER NOTES 0 w U 0 w w WATERLINE 1. ALL WATER MAINS AND SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO Q Z UIRR IRRIGATION LINE SHEET NO. SHEET NAME TOP OF PIPE. Q Q 0 _ W W Z N N ELECTRICAL METER Cl LEGEND, NOTES, AND GENERAL INFORMATION 2. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF c Q O SEWER/STORM DRAIN AND WATER LINE CROSSINGS. N C2 SITE PLAN c 0 PROPERTY PIN 3. ALL PIPING TO MEET AWWA CLASS 51 DUCTILE IRON PIPE (4" AND GREATER) ORe5 SITE ItRADIINe (NORTH) ? m W _ _I.CL STRAIGHT LENGTH TYPE K COPPER PIPE (LESS THAN 4"). SURVEYED PROPERTY LINE 0 3 _ _ _ 4. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST a/ O O ----------- EASEMENT LINE C5 WATER AND SEWER SERVICES BLOCKS AT ALL WATER LINE FITTINGS, VALVES, AND FIRE HYDRANTS, AS DESCRIBED Z N C6 DETAILS IN THE SPECIFICATIONS OR AS SPECIFICALLY NOTED ON THE PLANS. N HYDRANT 1 Q 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX, DRAIN Da WATER VALVE C7 DETAILS GRAVEL, AND CONCRETE THRUST BLOCK; SEE COB STD DEW NO 02660-4. Z W (� 6. CONTRACTOR SHALL COORDINATE WITH THE CITY AND PAY ANY FEES ASSOCIATED r^DRYWELL WITH TAPPING THE EXISTING WATER MAIN. V Lu 0 CURB BOX 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT J A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. N m 8. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER N SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. O 9. WATER SERVICES BEING ABANDONED MUST BE ABANDONED AT THE EXISTING WATER N MAIN. 812-32 Cl. SHEET C�