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HomeMy WebLinkAboutBozeman Spirits Distillery Fire Service My LEGEND b as as o OF a: ar LEGEND � oF rJgN EXISTING SANITARY SEWER MANHOLE 45' BLOCK B .aaa E"$FLANGED OS&Y VALVE o qo TRACY'S FIRST ADD. � N A a».a DOUBLE CHECK VALVE N No 9518E3 - EXISTING STORM SEWER MANHOLE v arc r MARK A. TEE ALVE 4 OR URGER CLASS 51 � EXISTING WATER VALVE � CURB STOP DUCTILE IRON PIPE(TYPJ oars �MIN.REQUIREMENT) Lni � DG PROPOSED WATER VALVE F O AS INDICATED ON oy a F-� a FLOOR EXISTING POWER POLE }mawao'Dam wavy APPROVED PLANS) '9(FCCNEIS�TF-O�pl� ~ Q BUILDING ENTRY r cc O MECHANICAL BOLT MIN. (T Rod,INSTALLED IN EVERY OTHER FOR ABLE M.J. BIG SKY � JOINT BOLT HOLES(TYPICAL)-5/8"RODS ACCEPTABLE FOR 4" LINES L HT POLE 4 DISTILLERY MINIM Sheet 1 of 1 PROPERTY LINE - - 90'BEND WITH THRUST BLOCK FFE■4811.75 x x EXISTING FENCE D TREE 121 W.MAIN .BiefT6a7� m EXISTING 6" T W EXISTING WATER MAIN IRON WATER MIN �I- IN © TAPPING TEE ffi VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF OHE EXISTING OVERHEAD ELECTRIC LINE o t r OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY MAIN REET CENTERLINE BOLL, D(3) PROPERTY LINE(TYPICAL ' UGE EXISTING UNDERGROUND ELECTRIC LINE 5 FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting inside of the building shall be a UL listed flanged 333 6 Kennedy or Mueller OS&Y v Ih,the same size ea the fire a,Moe line. GAS EXISTING GAS LINE 8� EDGE OF CONC.SIDEWALK + BOLLARD(3) 2. All Double Cheek Valve baembliea shall be: (� EXISTING ALLEY ILL or FM listed. ucr EXISTING UNDERGROUND PHONE LINE J n: Approved bli the uni amity or 6oatnee olio(ia FCCCHF-dotion r N IN ALL 1.5" DOMESTIISE ICE GUARDRAIL FENCE Croea Connection Control nd H tic Research(USCFCCCHR)for E ss EXISTING SANITARY SEWER MAIN PER COB STD DWG NO. A54.3"-HOLLA /+s cAs- PROVIDE FLEXIBLE' ration in the 9 �- WATER-DGHT CONNECTION ape propoeed poei (vertkal or h-MaO ee Mown o 660-6. PROFILE TO MATCH approved plena. sr EXISTING STORM SEWER FOR ALL4MECHANICAL LOOR c. Installed as shown on the approved plane. FIRE SERVICE LINE PRO LE. - r PIPE PE -w-PROPOSED WATER SERVICE 3. A flow detection device non be i�tanm' ma eiy�following the SAWCUT EXISTING ASPHALT. Double Check Valve Aeeemby(alarm hxk vaNemnow r/alarm, BAC FILL TRENCH WITH FLO ABLE O AC PAD GAS METER GAS111ETER meter•stc� shown on the approved pone.Paddle-type flow alartna fist �1 LL MATCH EXISTING AS HALT INC pertniHed dry ryetame. f TH KNESS WITH ASPHALT ATCH MANHOLE CONC. 4. A Do.M.Detector Check V.N.Aeeembly may be used wkh a ster e d SAWCUT EXISTING ASPHALT. c AiaY£ FLOOR city of Bozeman meter. fie meter loop of Ne Double Detector Check RE VE AND REPLACE EXI NO CUR BACKFILL TRENCH WITH Valve shall nave a Double Check Valve P.rnby inetelled which mean I� SIDEWALK,AND DRIVE PROACH TYPE A BACK I�MATCH Wthe same Inetallatlon cmena specified above In roq.inmant number two. •/ I EXISTING ASPHALT 5. Horizontal installations must be a minimum of 2'above the finished �u�I 2211 (� ff THICKNESS WITH ASPHALT flOOf' Ue BENCHMARK )ENCHMARK: PATCH r rvce er nimuGNAIL�QCC&H CP#3) O 6.d The fire of 1 efro n.et be teno inn-of 2'from any outside wailMAGNAIL (C&H CP #3) ELEVATION=4811.86 X, n a minim an inNEAR SOUTHEAST CORNER OF Scale In.Feet w 7.o The Incomin fire..rvice line shall tie a minimam 6.5',end a me.- ,m m of 7.5'below the finished grade. BOZEMAN SPIRITS DISTILLERY BUILDING 20 0 20 THE BAXTER HOTEL ND WITH B. All fire.am.line appurtenance.shall nave a minimam pressureELEV. = 4811.86 FEET (NAVD88) 45, T BLOCK rating of 175 PSI. rT, 6 0 6 9. Al fire.erA.line.4 and Iarger shall be Cldm 51 Dactile Iron Pipe. W LEGAL DESCRIPTION scale In Meters o.u�aizleg: The Double Check Val a baembly shall be equal in size rT, to both the incoming pipe diameter(upstream)and outgoing pipe diometer T�1 LOT 5 & 6, BLOCK B, TRACY'S 1ST ADDITION ZI <;;;;: 1U1 LOCATED IN NW 1/4 OF SECTION 7, T. 2 S., R. 5 E. OF Fit MIN.'z MAX. r\ P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA II("` .PER NPPA-24 FIG A.10.6.3.1 ✓� .� 11i 2'MIN.,3'MAX CLLEPRAN E "`������� ABOVE FINISHED FLOOR h�■1 GENERAL NOTES C. 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE CITY OF BOZEMAN SCALE: STANDARD FIRE SERVICE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF LINE INSTALLATION NO. 02660-13 BOZEMAN ENGINEERING DEPARTMENT. STANDARD DRAWING NONE FOR CLASS I, II, & III SYSTEMS DEC 2003 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE 482 820 REV: APRIL 2013 ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND p. MATERIALS BY THE ENGINEER. (APPLIES TO PUBLIC SEWER/WATER MAINS AND STREET IMPROVEMENTS ONLY.) o b b+,C"t. 6oFFo o�`o��oPy� 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE �'O �'��Ct'F�}��'I'' BEGINNING OF CONSTRUCTION. q1f a & o6 e o 6 9a o Q��• 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS r e��P yfyaF�� o y\��o °tile O PRIOR TO BEGINNING CONSTRUCTION. ao2�'�?�O 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE 'F CONTRACTOR. 481 4815 7. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED. l 8. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED DOUBLE CHECK BACKFLOW1,=LT 1�1 PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR THE NEW BUILDING(S)SHOWN IN ACCORDANCE WITH COB DRAWING NO. 2660-13. EXISTING GROUND SURFACE 2'MIN CLR FIRAL M EXTERIOR WA9. ALL JOINTS ON THE 4" LINE ARE TO BE RESTRAINED. x FFE=4811.75 10. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARD. THE FIRE SERVICE LINE, INCLUDING THE OS&Y VALVE, IS TO BE INSTALLED AS PART OF THIS PROJECT. 11. THE FIRE SERVICE LINES ARE TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE O CONTRACTOR FROM THE POINT OF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y 481 4810 VALVES IN THE BUILDINGS. 12. APPLICATIONS FOR WATER SERVICES MUST BE MADE BY CONTRACTOR/OWNER AND M APPROVED BY COB BEFORE THE FIRE SERVICE LINE CAN BE INSTALLED. //EE�� Fr■■■1 13. THE 6.5' MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE OR SUFFICIENT F■ry �l INSULATION INSTALLED OVER THE FIRE LINE IF 6.5' OF COVER CAN NOT BE MAINTAINED, BEFORE THE LINE WILL BE ACTIVATED. F[�_'■(]SI F+( 14. THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH "MONTANA PUBLIC WORKS O STANDARD SPECIFICATIONS, 6TH EDITION", APRIL 2010 (SECTION NUMBERS WITH MPW EXISTING 6" CAST IRON WATER PREFIX), AND SUBSEQUENT AMENDMENTS, AND "CITY OF BOZEMAN MODIFICATIONS TO MAIN.CONTRACTOR TO VERIFY MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION, MARCH 2O11." LOCATION AND ELEVATION. INCLUDING "ADDENDUM NO. 1 APPROVED 8/26/13." 4805 70 LF OF 4" CL.51 DIP 4805 15. FLUSHING ORIFICE TO BE AT LEAST 2" IN DIAMETER OR AS SPECIFIED BY ENGINEER. IrNT1 C THRUST BLOCK THRUST BLOCK 16. C&H ENGINEERING AND SURVEYING INC. WILL PERFORM INSPECTION WORK ON THIS THRUST BLOCK INSTALLED AT PROJECT WHICH IS SOLELY FOR ENSURING THAT THE PROJECT IS BUILT PER THE HORIZONTAL 90'BEND APPROVED PLANS AND SPECIFICATIONS. 17. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR THEIR EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 18. CONTRACTOR IS RESPONSIBLE FOR PROVIDING BRACING AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF EXISTING BUILDINGS AND TO AVOID ANY COSMETIC DAMAGE. 480 800 19. FIRE SERVICE LINE IS CLASS 1. n n a O1 Drawing Date: 05101114 0 .0 a a -0+50 0+00 0+50 1+00 1+50 FIRE LINE PLAN AND PROFILE FP1 FP1 SCALE: (1"=20' HORIZONTAL) (1"=2' VERTICAL) AS-BUILT 2014-04-22 #13775