HomeMy WebLinkAboutRocky Mountain Credit Union - Fire Service Line0+00
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SSSSSSSSSSSSSSSSINSULATION(SEE DETAIL 1)4842484448464848485048524854485648584860486248644842WALL PENETRATION PERC.O.B. DETAIL #02660-13AND MECHANICAL PLANST.P.=4854.80LOWER LEVEL)) SEE MECHANICALPLANS FORCONTINUATIONFIRST FLOORFF=4863.34249.002.0' MIN.BUILDING EXTERIORWALLNOT REQ'D W/ >6.5' COVER2'4'5' MIN4" MIN6" MIN6" MINUTILITY LINEGRANULAR BEDDINGBACKFILLGROUND SURFACETRENCH WALLTRENCH BOTTOMNOTES:1. INSTALL INSULATION AT ALL UTILITY LINE/CULVERT CROSSINGS AND OVER ALL SANITARY SEWER LINES WITH LESS THAN 5.0' COVER TO FINISHED GRADE, AND WATER LINES WITH LESS THAN 6.5' COVER TO FINISHED GRADE.2. INSTALL INSULATION IN TWO 2"-THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MIN. OVERLAP BETWEEN JOINTS.3. INSULATION BOARD SHALL BE 2" THICK, DOW "STYROFOAM 40" BRAND INSULATION BOARD.4.INSULATION SHALL EXTEND PER PLAN, AND A MINIMUM OF 12 (CULVERT WIDTH +5') EACHSIDE OF CULVERT CENTERLINE.CULVERT CROSSINGS:18" MINIMUM SEPERATION BETWEENCULVERT AND UTILITY LINEINSULATION2" THICKSAND CUSHIONCULVERTC 2016All Rights Reserved.3 Farm Colony Drive Warren, PA 16365phone 814.728.6010 fax 814.728.6012email warren@rwlarsonarchitects.com125 39th St., Bldg. No. 3 Pittsburgh, PA 15201phone 412.406.5070 fax 412.325.8136email pittsburgh@rwlarsonarchitects.com1946 West 26th St., Suite 38 Erie, PA 16508phone 814.453.7607email erie@rwlarsonarchitects.comC102MDH150172015-09-01AS SHOWNFIRE SERVICE PLAN & PROFILE8645 Huffine LaneBozeman, Montana 59718GENERAL NOTES1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION, APRIL 2010 (MPWSS)AND CITY OF BOZEMAN (C.O.B.) MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, SIXTH EDITION AND ADDENDA THROUGH APRIL 2015.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY/CURB & GUTTER/SIDEWALK SURFACESTO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION, AS DETERMINED BYOWNER AND THE ENGINEER.3. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH,SIZE, LINE AND GRADE OF EXISTING UTILITIES/CONNECTIONS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIESDUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.4. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TOFINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLESDAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALLBE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TOTHE PROJECT, SEPARATE PAYMENT WILL NOT BE MADE.5. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLESSHALL BE PRESERVED AT ALL TIMES.6. THE CONTRACTOR SHALL NOTIFY ONE CALL @ 1-800-424-5555 FOR ONSITE UTILITYLOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING.7. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIORTO BEGINNING ANY WORK.8. ALL EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN WATER SUPPLYSHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.9. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.10. CONTRACTOR TO PRESERVE ALL EXISTING SURVEY MONUMENTS. ANY SURVEY MONUMENTDISTURBED OR DESTROYED WITHOUT ENGINEER'S APPROVAL SHALL BE REPLACED ATCONTRACTOR'S EXPENSE.11. CONTRACTOR MAY WASTE EXCESS MATERIAL AT LOCATION DESIGNATED BY OWNER, ORSHALL OTHERWISE HAUL MATERIAL OFF SITE, AT CONTRACTOR'S EXPENSE.12. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING, AND VALVE BOXES INACCORDANCE WITH C.O.B. MODIFICATIONS AND C.O.B. DETAIL 02660-3.13. ALL FITTINGS INCLUDING BENDS GREATER THAN 11-1/4 DEGREES, TEES AND PLUGSREQUIRING THRUST BLOCKING SHALL BE INSTALLED IN CONFORMANCE WITH C.O.B.MODIFICATIONS AND MPWSS DETAIL 02660-1. INSTALL "FIELD-LOCK" GASKETS ON ALL FITTINGS.14. FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH C.O.B.'S FIRE SERVICE LINESTANDARDS, INCLUDING STD. DWG. NO. 02660-13. PROVIDE 2' MIN. CLEARANCE BETWEEN PIPEAND FINISHED EXTERIOR WALLS, AS WELL AS ABOVE FINISHED FLOOR.15. THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED AND TESTED TO A MINIMUM OF200 PSI BY A SINGLE CONTRACTOR. THE ENGINEER SHALL PROVIDE CONSTRUCTIONOBSERVATION AND PREPARE THE RECORD DRAWINGS AND CERTIFICATE OF INSPECTION FORFIRE SERVICE LINE INSTALLATION. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'SMATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING".16. DATUM USED IS THE MONTANA STATE PLANE COORDINATE SYSTEM, NAD83. ELEVATIONSARE REFERENCED TO NAVD88.17. THE CITY OF BOZEMAN SHALL OPERATE WATER MAIN VALVES, INSTALL THE TAPPING TEEAND PERFORM THE TAP. THE CONTRACTOR SHALL PROVIDE LEAK TESTING OF THE TAP ANDTHE FIRE SERVICE LINE, AND DISINFECTION, BACTERIA TESTING AND FLUSHING OF THESERVICE LINE UP TO THE RISER, IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMANSTANDARDS.18. A PRECONSTRUCTION CONFERENCE SHALL BE REQUIRED PRIOR TO THE START OFCONSTRUCTION. NO CHANGES MAY BE MADE TO THESE PLANS WITHOUT THE APPROVAL OFTHE ENGINEER AND/OR THE CITY WATER/SEWER SUPERINTENDENT.19. ALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USED ONLY (A) AS A BASISFOR ESTIMATING THE PROBABLE COST OF THE WORK AND (B) FOR THE PURPOSE OFCOMPARING THE BIDS SUBMITTED FOR THE WORK. THE ACTUAL AMOUNTS OF WORK DONE ANDMATERIALS FURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THE ESTIMATEDQUANTITIES.20. PAVEMENT THICKNESS SHALL MEET OR EXCEED THE EXISTING PAVEMENT THICKNESS(3-INCH MINIMUM).21. THE CONTRACTOR SHALL RESTORE ALL LANDSCAPING/IRRIGATION DISTURBED ORDAMAGED DURING CONSTRUCTION. SOD ALL DISTURBED AREAS WITH SAME TYPE TURF SOD.22. CONTRACTOR SHALL ENSURE THE FIRE SERVICE LINE ACHIEVES A MINIMUM COVER OF 6.5FEET. CONTRACTOR SHALL PROVIDE INSULATION FOR AREAS WITH LESS THAN 6.5 FEET OFCOVER.23. MEGA-LUG OR ENGINEER-APPROVED EQUAL RESTRAINTS SHALL BE USED ON ALL FITTINGS.24. GRIFFIN PIPE'S LOK 350 GASKETS OR ENGINEER-APPROVED EQUAL SHALL BE USED ON ALLGASKETED PIPE CONNECTIONS.25. VERIFY EXISTING WATER MAIN SIZE AND MATERIAL BEFORE ORDERING TAPPING TEE ANDSADDLE. NOTIFY OWNER AND ENGINEER PRIOR TO TAPPING WATER MAIN. ENGINEER'S PRIORAPPROVAL OF TAP LOCATION IS REQUIRED.26. FOR BUILDING WALL PENETRATION AND CONTINUATION INSIDE THE BUILDING, SEEMECHANICAL PLANS AND FIRE PROTECTION PLANS.27. REPLACE SURFACE IMPROVEMENTS TO MATCH EXISTING MATERIALS, THICKNESS, JOINTPATTERN AND CONCRETE COLOR.QUANTITY SCHEDULEITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY1014-INCH CL 51 D.I.P., AWWA C1511024-INCH STAINLESS STEEL LIVE TAPPING TEE103 4-INCH GATE VALVE FL X MJ1044-INCH OS&Y FL X FL VALVE & ASSEMBLY1054-INCH THICK INSULATION248111*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKFLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORTHE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THEREFORE THE INSTALLING CONTRACTORMUST PROVIDE AN ORIFICE SIZE OF AT LEAST 1.25 INCHES TO MEET THIS REQUIREMENT,GIVEN THE CURRENT PARAMETERS OF THE SYSTEM.EXISTING WATER MAIN PARAMETERS*SYSTEM CLASSIFICATIONCLASS 1 SYSTEM192FOWLER AVE.LFEAEAEASFFIRE SERVICE LINESTA. 0+10.00INSTALL 8"X4" TAPPINGTEE, 4" GATE VALVEAND THRUST BLOCKSTANDARD CURBAND GUTTER (TYP.)BASKETBALL COURT
DRIVEWAY ACCESS
ASPHALTPARKING LOTSTA. 2+17.51,167$// %(1'67$ INSTALL OS & Y VALVE PERC.O.B. STANDARD DWG. 02660-13AND PER MECHANICAL PLANSEXISTINGBUILDINGPROPERTY LINES8-INCH DUCTILE IRON PIPE IN S. 29TH AVENUESTATIC PRESSURE (PSI)= 105RESIDUAL PRESSURE (PSI)= 95PITOT PRESSURE (PSI)= 87FLOW (GPM)=1391 W/2.5" NOZZLE*flow data obtained by C.O.B. personnel on March 24, 2010 (Corner of Technology Blvd. West and S. 29th Ave.)SAW CUTLINES (TYP)EXISTING HEDGEEXISTING GRAVELTRAIL3.5'7.0'
4.0'2+56.70WALL PENETRATION PERMECHANICAL PLANSSOUTH LIMITSOF "ONE CALL"SEWER LOCATEKEY NOTES:RECORD DRAWING OF SITE UTILITIES WAS UNAVAILABLE, SO SEWERSERVICE LOCATIONS SOUTH OF THE "ONE CALL" LIMITS MAY BEINACCURATE. CONTRACTOR SHALL CAREFULLY LOCATE AND PROTECTEXISTING BURIED UTILITIES.PROVIDE FOR PUBLIC ACCESS TO AND FROM ACE HARDWARE AND THECREDIT UNION DURING NORMAL BUSINESS HOURS AND ASADDITIONALLY REQUIRED FOR EMPLOYEE ACCESS. ADJUST WORKHOURS TO PROVIDE TRAFFIC CONTROL AS NEEDED.PROTECT EXISTINGTREES (TYP.)RECORD DRAWINGTHESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR ANDOTHERS. MORRISON-MAIERLE, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESSOF INFORMATION PROVIDED BY OTHERS AS REPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTSNOT REQUIRED1114/5/16RECORD DRAWING