HomeMy WebLinkAbout122 E. Main - Mixed Use Building - Fire Service Line Record DrawingWWWW1+001+80 EAST MAIN STREET118 EAST MAIN ST126 EAST MAIN ST4795480048054810481548204795480048054810481548200+501+002+002+504812.1
SCALE505BASEMENTFF=4803.70FF=4812.454" OS&Y VALVE(18" FROM WALL)2' MIN.3' MAX.4811.9
℄ MAIN STREETEXISTING GROUNDEX. 8" SWR.EX. 6" WATER MAINEXISTING RUBBLEFOUNDATIONEXISTING BUILDINGFACETYPE A BACKFILLFIRE SERVICE LINE:STA: 1+00.0 TO 1+71.9; INSTALL 71.9 L.F.OF 4" CLASS 51 DUCTILE IRON PIPE6.5' MIN.
COVER
STA: 1+00.0;
6"X4" TAPPING TEE
W/ GATE VALVE &
THRUST BLOCK
FL=4804.97 (4")
STA: 1+44.7;
DEFLECT PIPE 3° VERT.
FL=4804.63
STA: 1+71.9;
4" OS&Y VALVE
FL=4805.70
12"∅ STEEL CASING PIPE (IF NEEDED)W/ CASING CHOCKS & WRAP-AROUND END SEAL;BORE UNDER RUBBLE FOUNDATION @ 2% SLOPE18"
MIN.SHEET NUMBERPROJECT CODEPROJECT ADDRESSARCHITECT RETAINS COPYRIGHT TO THESE DRAWINGS.DRAWINGS ARE ONLY FOR USE FOR PROJECT NAMED ONDRAWING SHEET AND MAY NOT BE REPRODUCED OR USEDFOR OTHER PURPOSES WITHOUT WRITTEN PERMISSIONFROM ARCHITECT.234 EAST BABCOCK STREETSUITE 3BOZEMAN, MT 59715SHEET NAMEPROJECT NAMEDRAWING REVISIONSDRAWING ISSUE DATEDRAWING ISSUED FORPHONE: (406) 586-0277SCBCONSTRUCTIONDRAWINGS2024-02-16Engineeringtdhengineering.comSITE PLANREVIEW122 EAST MAINSTREET -MIXED USEBUILDING122 EAST MAINSTREET BOZEMAN,MONTANA 59715102-16-2024ASI #1ANLE FNESSIOLN
GI TONMANEER AOPRICENSEDCODY J.CROSKEYNO.38999PE208-05-2024RFI #7308-05-2024RFI #22408-28-2024ASI #12C3.2FIRE SERVICELINE PLANRELOCATELAMP POSTEX. 6" WATEREX. 8" SEWER010'20'30'S C A L ENEW 4" FIRESERVICE LINENEW 1.5" WATERSERVICE LINENEW 4" SEWERSERVICE LINENEWMIXED-USEBUILDING*NOTE:ALL STREET CUTS AND TRENCH WORK IN MAIN STREET R.O.W.REQUIRES BACKFILL USING EXCAVATABLE FLOWABLE FILL TOBOTTOM OF PAVEMENT.BORE STEEL CASING SLEEVES (IF NEEDED)FROM BASEMENT UNDER EXISTING FOUNDATION WALL;EXTEND 5' MIN. UNDER SIDEWALK.INSTALL SERVICE PIPES THROUGH SLEEVES W/CASING CHOCKS AND WRAP-AROUND END SEALS.PLAN VIEWPROFILE VIEW1.ALL WATER/FIRE SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF PIPE UNLESS INSULATION IS PROVIDED AND APPROVED BY THE ENGINEER. FOR EVERY 1'OF COVER UNDER 6.5', 2" OF INSULATION SHALL BE REQUIRED.2.4", 6" AND 8" LINES SHALL BE CLASS 51 DUCTILE IRON AND SHALL BE ZINC-COATED OR REQUIRE V-BIO POLYETHYLENE WRAP PER COB STD. SPEC 02660-3.3.3.MAIN LINE AND WATER SERVICE VALVES SHALL BE A MECHANICAL JOINT x MECHANICAL JOINT (MJxMJ) FITTING. VALVES TO BE MUELLER A2360 RESILIENT WEDGE GATE VALVEUNLESS OTHERWISE NOTED ON PLANS.4.MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS AND WATER LINES.5.MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND WATER LINE CROSSINGS.6.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.7.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.8.WHEN TAPPING TEES ARE USED FOR THE FIRE SERVICE LINE CONNECTION TO THE MAIN, THE CONTRACTOR SHALL INSTALL THE TAPPING TEE AND VALVE AND THE COB SHALLMAKE THE ACTUAL TAP TO THE MAIN AT THE OWNER'S EXPENSE.9.THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS, VALVES, AND FIRE HYDRANTS. CONCRETE THRUSTBLOCKS ARE REQUIRED WHERE SHOWN ON PLANS.10.FIRE LINE SYSTEM SHALL BE CLASS 1.11.PER NFPA 24, THE CONTRACTOR SHALL OBTAIN A MINIMUM FLOW RATE OF 390 GPM (10 FT/SEC.) FOR FLUSHING OF OF A 4" FIRE LINE. A MINIMUM ORIFICE SIZE OF 2.5INCHES SHALL BE USED, OR LARGER AS NEEDED TO MEET THE MINIMUM FLOW RATE REQUIREMENT UNDER THE CURRENT WATER SYSTEM PARAMETERS.FIRE SERVICE NOTESGENERAL NOTES1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFOREBEGINNING EXCAVATION. ALL UTILITIES MAY NOT BE SHOWN IN THESE PLANS.2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS, INCLUDING ANY REQUIRED FEES.4. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESET BY CONTRACTOR.5. CONTRACTOR SHALL REMOVE AND REPLACE OR DISPOSE OF ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERES WITH CONSTRUCTION UPON APPROVAL OFPROJECT ENGINEER.6. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO ORDERING MATERIAL.7. ALL CONSTRUCTION SHALL CONFORM TO MPWSS (LATEST EDITION) AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS (LATEST EDITION).8. ANY DAMAGE TO EXISTING CURB, SIDEWALK, OR ASPHALT WILL BE REPAIRED OR REPLACED IN KIND, UNLESS SPECIFICALLY MENTIONED OTHERWISE ON THE DRAWINGS.9. CONTRACTOR SHALL DE-WATER SITE AS NECESSARY TO INSTALL IMPROVEMENTS.BASEMENTWALLBASEMENT WATERENTRY ROOMRUBBLE FOUNDATIONSTA.1+00.0INSTALL 6"X4" TAPPING TEEAND 4" GATE VALVE W/THRUST BLOCKSTA.1+71.94" OS&Y VALVESEE COB STD. DWG. #02660-121' MIN., 2' MAX. CLEAR EXT. WALLFDC1C3.2FIRE SERVICE LINE DETAILNO SCALEREINSTALL EX.TREE GRATENEW STRIP FOOTING(A.B.- SLEEVES NOT USED)(A.B.- SLEEVES NOT USED)A.B. - INSULATIONINSTALLED OVER PIPEA.B.RECORD DRAWINGSAPPROVEDNAMETITLEDATEMONTANAWASHINGTONIDAHOTHOMAS, DEAN & HOSKINS, INC.ENGINEERING CONSULTANTSGREAT FALLS-BOZEMAN-KALISPELLLEWISTONSPOKANEPROJECT ENGINEER1/21/2026