The URL can be used to link to this page

Home My WebLink AboutJacobs Crossing a. MAW A. CWHO s LEGEND Mo KE • -. CONTRACTOR SAWCUT A 1Oa46'SECTION OF PAYING AND A PORTION , F F f .r^' f•1 I a77F �� CpNCgE7E GF{}� RaE ExASL,CONNECIEO 10 EXISTING III 6 WATNER(HIE MMH�STREET . q/yp�yB NON-$1( N 81CI(FILL IN TREE(TO PREVIOUS Sheet f O, .. CITY Se11CUT Sall SECTION Of PINK. ORAQE of BOTTOM OF PAYING. A 1(f 1MCK BITLUNDUS f• •. .. .. TO PLUG AND AAMOON OLD SERVICE. PATCH MKS PROVIDED UPON COMPLETION. . SLURRY 60 USED AS B1CXRlt UP TO 4 INCHES BELOW FINAL GRADE.4 aKM\ BITUMINOUS PATCH PROVIDED 1c_T - _ EXISTING 6"wrb . . Fast ifftfte -VrEcf- z - —- Scil In Feet z 20 0 2C i 2'MIN.SEPARATION A BETWEEN SERVICES F 0 6 .-' -- .Seats In Meters �y + _ * — + ° 1'MIN. 2'Mtx. '/S an Stop �IIETFR ND PT ABA WON NOYO27 --6,DETAq.A. Q' i PROPS COS I�\I CROSSING B 1DING Z W VALVE A VALVE AM E SHEET E C,I \ FINISHED FLOOR EL 1FE Spp�7so LLFLL�II ANDASSEMBLY. SEE STEED C1.1 BASEMENT FLOM ElFW4VkW ANo CITY a BOZEMAN 5TAl11alIO IXtAWII� � a NC 02719 3 ONLY FTTINGS ALLOWED BETWEEN FIRST QeY VALVE AND NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS 11 - BAC,,FLOW A SEMBLY TO BE ETHER 90' BEND AND OR ALLOWED UNTIL DOWNSTREAM SIDE OF BACKFLOW ASSEMBLY raa•I L REC.RF;7 , E REC_C'I_ti' BENCHMARK c'nF AS DESCRIBED IN Oa BELOW easy L �— _ CFo�Ied,, 41 `,:..IH X I,R('.� (LEV-480877 FEET ) .� .+. • F-r t�. r� ,INSHtb CAL-Ft)R'nLl`.'H5ER`CONFIGURATIONS) (CITYLEGEND CITY OF BOZEMAN DATUM I 1 `� 4" OR LARGER CLASS S'- '•$FANGED OSdtY VALVE PROJECT OWNER E 'ION RIRF (TYc; MIN " MAX. ABOVE DOUBLE CHECK DAVE CECICH LOOIN FLOOR z O ll VALVE 1875 ARROYO SECO DRIVE I u SAN JCSE, CA 95 MIN. REQUIREMENT) I 314' MIN. Redi Rod, INSTALLED IN 7 AS INDICATED ON 1 HALF OF THE AVAILABLE M.J. [�APPROVED PLAN(S) y a LL VA'I I� BOLT HOLES (TYPICAL) GENERAL NOTES + I ALL LL CONSTRUCTION SHA CONFORM TO THE ACCOMPANYING Pun` +' 911. +- ,® 90 BEND WITH THRUST BLOCK MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 4TH EDITION.CITY OE BJLLMAN ` MODIFICATIONS TO MONTANA PUBUC WORKS STANDARD SPECIFICATIONS AND THE _ �ITY OF BOZEMAN FIRE SERVICE LINE STANDARD. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATON'S 5 A. REA. CITY OF 13OZEMM REQUIREMENTS FOR INSTALLATION OF Assl ' ^ZE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND TI-F n IIMAN � R` A.�'-' DOUBLE CHECK VALVE ASSEMBLY ENGINEERING O_ARTMENT. l,, I: INSTAL vAl AT �Tl 3 PRIOR TO THE PRECONSTRUCTION MEETING. THE CONTRACTOR SHALL SUB PPOPE RTY _'NE (TYPICAL Maly I NGNEER AND THE CITY OF BOZEMAN.WORKING DRAWINGS.SPECIFICATION =^a ALL R'SER ,r,ONF.'LIRA'SONS) 1. The FIRST fitting inside of the building shall be a L JSte-a H ,h ,OR ALL EOUIPMENT AND MATERIALS TO BE USED ON ME PROJECT. _ Kennedy Or Mueller OS&Y vowe the Some Size 09 the fire service v INSTALLATION AND NOT BE MADE W/NOUT THE PRIOR WRITTENTOPU PUBLIC SEWA.Of - 2. All Double Check Volve Assemblies shall be: i 7 MAINS,FIRE AND MATERIALS BY THE ENGINEER. (APPLIES TO PUBUC SEWER/WA:E I+ �,.' '�aarwy, MAINS,FIRE LINES 4"OR URGER AND STREET IMPROVEMENTS ONLY.) rT a. UL Or FM listed. b. Approved by the University of Southern California Foundation for ♦. THE CONTRACTOR SHALL VERITY THE LOCATION OF ALL BUR E' - •- - Cross Connection Control and Hydraulic Research USCFCCCHR` for BEGINNING a ca45TRucnoN. EA75 ANC AND PROPOSED GRADE y ( / _ ___..----------�-- operotlon xI the proposed position (vertical w horizontal) as shorn on 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIL0 AI ,A, '4 �n;,.r. PROVIDE FLEXIHi L, approved plans. PRIOR TO BEGINNING CONSTRUCTION. WATER-TIGHT CONNECTION 7 c. Installed as shown on the approved plans. / 6 TYPE I OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CON TRACTOF - FOR ALL WALL OR FLOOR 3. A flow detection device shall be installed immediately following the w TRENCH BACKFlLL SHALL BE TYPE A.FOR ALL AREAS TO BE PAVED,ALSO SEE MOT REQUIREMENTS PIPE PENETRAT'ONS. Double Check Valve Assembly (alorm check valve, flow senwr�alorm, meter, etc.) as shown on the approved plans. Paddle-type flow alarms not B. THE CITY OF BOZEMAN WILL MAKE THE CONNECTION TO THE EXISTING 6' SANITARY SEWER AND permitted on dry systems. l 1 INSTALL THE WYE AND 45,BEND AT THE OWNERS EXPENSE. THE INSTALLATION Or THE SANITAR, _ 4. A Double Detector Check Valve Assembly may be used with a standard V H SEWER SERVICE LINE FROM THE 45'BEND TO THE BUILDING IS THE RESPONSIBILITY OF THE ill, 1 CONTRACTOR FOR THIS PROJECT, IT _ City of Bozeman meter. The meter loop of the Double Detector Check 4800 Valve shall have a Double Check Valve Assembly installed which meets a. THE CITY OF BOZEMAN WILL INSTALL THE 1 1/2"DOMESTIC WATER SERVICE TO THE CURB STOP [•J the some ,nstollction criteria specified above in requirement number two. AT THE OWNERS EXPENSE. t 4"CUSS 51 D.(.P. 1' MIN, 2' MAX. Ai �( A �-1 �.� FINISHEID FLOOR FLOOR 5. Horizontal installations must be a minimum of 2' above the finished O 10. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS,APPROVED DOUBLE CHECK BACKFLOW = float. PREVENTION DEVICE MUST BE AN BY THE OWNER FOR EACH NEW BUILDING SHOWN. lNSTALE COATED STEEL WALL P(A7E, 11. THE OWNER IS RESPONSIBLE FOR THE INSTALLATION OF THE DOMESTIC WATER SERVICE FROM THE ED FINISH r,(j7 ) 5/I6-ARIVOILIM 7FNCKNESS 6. The fire service riser must be a minimum of 2' from any outside wall, PROPERLY LANE TO THE BUILDING. 4796.50 and a minimum of 1' from any interior wall. . THE 4'FIRE SERVICE LINE MUST BE INSTALLED BY THE OWNER. THE CITY OF BOZEMAN WATER DEPT. MECHANICAL 7. The incoming fire service line shall be a minimum 6.5', and a max- WILL MAKE THE TAP INTO THE EXISTNG MAIN FOR THE 4"FIRE LINE AT THE OWNERS EXPENSE, JOINT imum of 7.5' below the finished grade. 13. THE CITY WATER DEPARTMENT MILL DISCONNECT THE EXISTING WATER SERVICES AT THE 6"MAIN IN AT STREET AT THE OWNERS EXPENSE. THIS SHALL INCLUDE THE 1"SERVICE FOR 440 E.MAIN 8. All fire service line appurtenances shall have a minimum pressure AND THE 3/4"SERVICE FOR 424 E.MAIN. rating of 175 PSI. 14. THE EXISTING SANITARY SEWER SERVICES MUST BE CUT AND CAPPED WITHIN 5 FEET OF THE PROPERTY LINE 9. All fire service lines 47 and larger shall be Class 51 Ductile Iron Pipe, 15. WATER AND SEWER APPLICATION AND FEES MUST BE FILED AND PAID AT THE BUILDING DEPARTMENT PRIOR TO COMMENCEMENT Of WORK. 4790 90' BEND WITH 10. Line sizing: The Double Check Valve Assembly shall be equal in size 0+50 0+00 THRUST BLOCK to both the incoming pipe diameter (upstream) and outgoing pipe diameter (downstream). For example, a 4• fire service line should have a 4" Double Check Valve Assembly. snIWIM Mis:,NragsaOen crN•!b a Vrlo••Nols.or,.,,o••Vopy,tM foso�•,y --_ __ V4M �fx ,rlinw lm mw oiWbnsEl701 T Nellie Ae•e!^all' ( IKp•rAemt•n vI.1ro ! �.•c � . J eOn.a,EliY v Pt f kIrrl mill wrH o 11«(3)pip.Sorrel s IaHNre(.b.•�mI ofItol offvtro _ FIRE LINE INSTALLATION PLAN AND PROFILE „ MIN r MAYtA , W(iek Ww..)A w.wy N1e -Z' Drawing Date: 3, altS^I^I(oeolrlr•em)IM• -x -4' \I� TK•Moemkla nVO-Petriliolm Tilisk W nep•p W 0 f lirw Nis 0 m111—0 20•(10.Y)Pn•, sI•Irsouill of W peupy 0hil Vol Alowmtmm�F•m must o• wl to 74 rot o wN•r,c•o f(J.Y)belt•I,N�odr.,1 io 1"do.m<,wn h,.n , 1 2' MIN. CLEARANCE COATED STEEL ABOVE FINISHED FLOOR WALL PLATE, 5 11r MIN. T�iICKNES FIRE SERVICE ABBI LINE INSTALLATION DETAIL ALE: NTS FOR CLASS I, 1 AND III SYSTEMS C.O.B. STD. DWG. NO, 02719-3, JAN. 2000 I , C.