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Home My WebLink About2224 & 2226 Baxter Lane - Fire Line SYSTEM CLASSIFICATION 'o I STA 0+05.0 (F/S-1) STA o INSTALL OS&Y VALVE INS 1+16.5 Y VALVE \ J PER COB STANDARD CLASS 1 SYSTEM INSTALL B STANDARD VALVE $ 2226 BAXTER LANE DRAWING No. 02660-13 PER COB STANDARD ZZ2d BAXTER LANE DRAWING No. 02680-13 � � FLUSHING REQUIREMENTS ACCORDING TO THE NFPA 24.A FLOW RATE OF 390 GALLONS PER MINUTE STA 0+03. ( S.-2) A/y .T■T T IS REQUIRED FOR THE FLUSHING OF A 4-INCH FIRE SERVICE LINE. \ INSTALL 4" GTHRU LOCK. RE oR ■ D RAW IN G PARAMETERSAT OFIrTHE SYSTEM.�THEREFORE THE INSTALLING CONTRACTOR REQUIREMENT. GIVENTHE DE AN I CURRENT FICE SIZE OF 4-INCH D.I.P. RECORD��iLJ/ DRAWING 1 \ V FIRE SERVICE (F/S-2) 1+ / 0+ EXISTING C.O.B. WATER MAIN PARAMETERS* (� i 4-INCH D.I.P. EXISTING FIRE HYDRANT AT N. 191h AND BAXTER LANE D FIRE SERVICE-(F/S--i) STATIC PRESSURE (PSI)- 112 U RESIDUAL PRESSURE (PSI)= 100 -•_ I PITOT PRESSURE (PSI)= 87 I STA 0+25.0 (F/S-1) FLOW (GPM)=1565 W/2.5" NOZZLE INSTALL 4"GATE VALVE,AND 'flow data obtained by C.O.B. personnel (ERIN SHANE) THRUST BLOCK. STA 0+93.1 (F/S-2) 20 GRAPHIC SCALE20 QUANTITY SCHEDULE - INSTALL 4" 90' BEND 1 I ( IN FEET) ITEM DESCRIPTION ESTIMATED UNIT t inch- 20 tt No. QUANTITY STA 0+74 (F/S-1) 101 4-INCH CIL 51 D.I.P. WATER MAIN 186 LF CONNECT TO EXISTING 8" 102 4-INCH STAINLESS STEEL LIVE TAPPING TEE 1 EA 1 ) ( DUCTILE IRON MAIN, INSTALL 103 44-INCH GATE VAL,-INCH GATE VALVE M MJ 2 E 8"x4" TAPPING TEE, 4" GATEEA VALVE, AND THRUST BLOCK. 105 4-INCH OS&Y FL X FL VALVE& ASSEMBLY 2 EA 106 4-INCH CL 51 D.I.P. FLANGED SPOOL 9.5 L 107 -INCH CL 51 D.I.P. FLANGED SPOOL LF w w 8 4 4-INCHTLL MJ IEA uN 0+79 1109 1 4-INCH 90'Q NO MJ X MJ I1 A II f "ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORK FIRE SERVICE LINE-2226 FIRE SERVICE LINE-2224 GENERAL NOTES 1. All construction work on this project shall be completed In accordance with Montano Public Works Standard TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL Specifications, Sixth Edition, April 2010 MPWSS and City of Bozeman Modifications to the Montana Public works Standard Specifications, Sixth Edition, March 2011. TYPE 1 PIPE BEDDING TYPE 1 PIPE BEDDING °�•""�"°'m'°"�A4T0 ��° "'" """°�° °°""`G"'""�"�°` 4715 4715 eaaatow ASYweI m al ao spa war[a euwza aw Trw rzsr Ivels a lire eaaola AaOarLEGEND- - _-- i _-- _ - zz _. 2. The Contractor shall restore all roadway/curb & gutter/sidewalk surfaces to equal or better condition than _ pER_ __-_ __ _�_riY.REe..CA 570.-OYa.le -- - - O r BOTTOM -- -ozsso-13 eo oro-rfA TOE-- �� $FLANGED OSkY VALVE existed prior to excavation, as determined by Owner and the Engineer. 4714 - - 4714 r - nNa ro ez 1MTIara w ewer.[. - - ---- 5} ---- r -FIRE pgOTELT NSHEET(s)- yATpy ,ryng.eypr 3. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall -roR OeT,vts1 rwwrream.awowrl MIN.DOU RE CHECK VALVE T) field verify the existence, location, depth, size, line and grade of existing ulTties/connections prior to construction. MIN.REOUIREUENf) The Contractor shall be sole) responsible for an damage to the existing facilities due to failure to locale or - ` - - 4"OR WtGLT2 PIPE (T St Y P Y 9 9 4713 I 4713 AS INDICATED ON provide proper r T�r - n-aRAOE - 1 4, -- - DUCTILE IRON PIPE(TYP.) _•u,x p p p protection when location is known. rT - _ F inset now. APPROVED PLAN(S) 4712 _ _ 4712 - _ -- - •_ - r. y ,` ,- 4. The contractor shall adjust oil valve boxes, curb boxes, and manholes to final grade upon completion of all --I - �- -- •MECHANICAL `3/4"MIN.Retli Rod,INSTALLED IN EVERY OTHER AVAILABLE M.J. construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor -_ - - - JOINT BOLT HOLES(TYPICAL)- 5/B'RODS ACCEPTABLE FOR 4"LINES shall be repaired at the expense of the contractor. This work shall be incidental to the project, separate payment -- will not be mode. 4711 - - 4711 _ UNN 90' BEND WITH TNRust BLOCK 5. Access for other contractors working on the site and emergency vehicles shall be preserved of all times. 4710 4710 6. The contractor shall notify One Call 0 1-800-424-5555 for onsile utility location. All existing ulililies shall -- - --- - _ T be marked before digging. 4709 4709 TAPPING TEE&VALVE, am OF BOZEMAN REQUIREMENTS FOR INSTALLATION Or OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY 7. The Contractor shall notify the Water Department o minimum of 24 hours prior to beginning any work. PROPERTY UNE(TYPICAL 1. The FIRST rittlmg inside of the WilSng shill as a UL listed Ibrged 4708 4708 FOR ALL RISER CONFIGURATIONS) .4.ricon efi,s 'K.�sey er Mwa.r oskY wNe rh.sem. 8. All existing or new Valves which control the COB's water supply shall be operated by COB personnel only. airs as the lira aenAce lino. 2. As Double Check Vales Aesembf a anal be: 9. Contractor shall field verify line and grade of existing connections. 4707 4707 0. UL or FM listed. b. Appmwd by the Uniwn4y of Sowwm Corfornia F-,lotion for 10. Contractor to preserve all existing survey monuments. Any survey monument disturbed or destroyed with out PROVIDE FLEXIBLE. 7 crwa Connection coned and Hydroukc Research(114CFCCCtM)for Engineers approval to be replaced at contractors expense. WATER-TIGHT CONNECTION file^�s operation in the Proposed Position(vertical or horizontal)as shown 4706 4706 FOR ALL WALL OR FLOOR an.ppr.wa plan.. PIPE PENETRATIONS. a. Irobn.e or shown on the approved pkns. 11. Contractor may waste excess material of location designated by owner or haul material off site. 4705 4705 ev - 3. A lbw detection device shall be installed kno,"olely fdlowing the 12. All valves shall be installed with thrust blocking, and valve boxes in accordance with C.O.B. modifications and r_ o Dmbl.Cheek Volvo Assembly(claim check valve,low sensor/olarm. C.O.B. detail 02660-3. - .r r.etc)assM�on the approved plans.PoWle-type flow far..not -dry systems. 4704 - 4704 'rrlor"nornnar N0K' FLOOR 4. A Double Detector Check Valve Aesomtay may be I%"with a standard 13. All fittings including bands greater than 11-1/4 degrees, tees and plugs requiring thrust blocking shall be ry of Oarsman motor. The meler loop of the Double Detect., installed in conformance with C.O.B. Modifications and MPW detail 02660-1. Check Valve shot have a Doable Check Vohs A—*kret.40 which • • • meets the same instollatian criteria specified obav,in ngbiramenl JIF - RMCE --T number two. 14. 4-inch fire service line shall be installed in accordance with C.O.B.'s Fire Service Line Standard Std. Dw 4703 - - - � 4703� 'n ( 9• -- -- z - MECHANICAL 5. Hnoritontal I.Wilati.-mast be a minimum oI Z.b.-the finished No. 02660-13). These plans are for construction of the 4" fire service from the existing water main to the OS&Y valve in the building. 4702 ! g7p2 6. The fire sera.riser mast be a minimum of 2'clear from any o--- --__---- •� _ - outside won,and o minimum of 1'agar from any'interior won. 15. The fire service line shall be installed, chlorinated and tested to a minimum of 200 psi by o single 7. Th.manning fire senk.li.allon be a minimum 6.Y.and o mac- Contractor. Morrison-Maierle, Inc. shall provide construction observation and prepare the record drawings and 4701 4 4701 go,BEND WITH Imum of z5'be-the finished g,cae. certificate of inspection for fire service line installation. Contractor shall fill out and submit "Contractor's Material c THRUST BLOCK 8. AA ftn service line app„dimancea snow have.minimum pnaaur. and Test Certificate For Underground Piping a rating of 175 PSI. 4700 4700 9 All fire service lines 4•and long.,shall be class 51 Dochl.ken asp.. 16. Datum used is the City of Bozeman Datum. t - - 10,tine rtoin Toe Daubs.check Volvo Assembly anal be.Duel in six. 17. City of Bozeman too erase all valves and shall make to of existing main. Contractor shall expose main, 4699 4699 to the outgdng pipe hamster(aownuream). tY P P 9 P -t'MIN.. 2'MAX. provide and install lopping tee and valve. 18. A preconstruction conference shall be required prior to the start of construction. No changes may be made 4698 t 4698 \I\Dm to these plans without the approval of City Engineering and/or the City Water/Sewer Superintendent. - 2'MIN.,3'MAX CLEARANCE 19. All estimated quantities are approximate and are to be used only (a) as a basis for estimating the probable 4697 _ 4697 nDfirm ABOVE FINISHED FLOOR cost of the work and (b) for the purpose of comparing the bids submitted for the work. The actual amounts of an work done and materials fumished under unit price items may differ from the estimated quantities. 4696 4696 _ 20, Contractor is responsible for obtaining street cut permits prior to construction. Contractor shall backfll/ Install base material/slurry per street cut permit and/or as required by City of Bozeman Engineering. Pavement 4695 4695 thickness to meet or exceed the existing pavement thickness (3-inch minimum). rn N olio n m as In n a� w a rn 00 m m STANDARD FIRE SERVICE r. r. l: r-Z ^ �1 n n n r, In r, r. In n CITY OF BOZEMAN SCALE: LINE INSTALLATION N0. 02660-13 21. The Contractor shall restore all landscaping/irrigation disturbed or damaged during construction. Seed all 0 0 0 0 0 0 0 B r, r- r, 0 0 0 0 0 0 0 0 0 STANDARD DRAWING NONE DEC 2003 disturbed areas with some type tort seed.n fn n r. r n n n n n n 1. n n n f. n n n n t. n a v a a v "r a N. FOR CLASS 1, 11, & III SYSTEMS l I I I I I I I I I I I I I I I 1 I I I I I I REV: JAN 2008 w w w w W W w w w w w w as w w w s0,f w s0,r w w w 22. Contractor to ensure the fire service tine achieves a minimum cover of 6.5 feel. Contractor shall provide insulation for areas with less than 6.5 feel of cover. 0+00 0+20 0+40 0+60 0+80 1+00 1+16 0+00 0+20 0+40 0+60 0+79 VERIFY SCALEi REVISIONS Z3'PA', DRAWN BY: JAU PROJECTNUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 2224&2226 BAXTER LANE 4165.003 REOUCED.LINE BELOW 2860 Technology Blvd.W. f� CHK'D.BY: JAU MEASURES ONEINCHON MORRISON sumviyers Bozeman.MT 59718 y FIRE LINE PLAN/PROFILES SHEET NUMBER ORIGINAL OIYAWING, , SUrvaYars J1E5•_, fY� RBY MEE BOZEMAN MT t� Scremis4v 1005539L9 PPE w' DATE: 0812012 DRAWING NUMBER I MAIERLE INC, Planners Phone:(406) 2.67021 MODIFY SCALE ACCORDINGLYI An Employee-Owned Company Fax:(406)822.6702 'r4� rCENs aC?= BY A.REVIEW BAXTER SPRINGS C 1.0 N:i416510031ACADVBasemaps\TOPOMSTR.dwg Plotted by jim uflman on JuN7012013 COPYRiONra MORftlSONAMIERLE INC.201s f"`ttt„HAk�`�� DATE: