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Home My WebLink AboutOsterman - Fire Flow Water Modeling Vicinity Map BOZ S E ti�'-�- r \r' er 1 XA 31 \ - 2" WATER MAIN eek 979 TpA�` r i ""•• - &T APPROX. EXISTING " FIRE SERVICE 1 PROJECT SITE-APPROX. PROPOSED i OSTERMAN-WAREHOUSES _ `�5'`�` - �- �'� ,4" FIRE SERVICE — 7 - l - - { 8" WATER 1aAIN Tr•,H/cr ( 1 is �■� •.i 1 � � � I r • vafA I 4168AT* =j l IX + 1 �a`F9rvund Z �- — fi + �•� �� ..tl .1 ti. u_ � 1 r ■ j E. BRYANT ST s I fr . A tiles: 9�7Ei� \ �` I _ • BOND ST �•o 18" WATER MAIN - _._- �(:' u uN sit^ i i■ ;ra s�l� 1 `� Pa.k� 7 4814 ' •_ k I - E - - 4Si�9T Cary +\ \ `�-rk •� r r48tid l p_ Af�S� -f-9 , uu -- I' - =__ Ire • �� r• f it 3 e _�� / ' 1 -� _IS sa YAM _ .�♦ �l~ - 0 1000 2000 3000 0 150 300 450 SCALE (FEET) SCALE (FEET) A B v L T 9/O 4/ n/L NO. REVISIONS DRAWN BY DATE PROJECT#: 12-026 SHEET OSTE]LZMAN — ]FIRE FLOW WATER MODELING 32 DISCOVERY DRIVE Civil EngineeringDATE: 06/12/2012 �� BOZEMAN,MT 59718 VICINITY c•RaERc VICINITY MAP PHONE(406)582-022' Geotechnica Engineering gLL�ED N..14—Pc FAX(406)5825770 Land Surveying ENGINEERING ; OSTERMAI>I PROJECT ENGINEER:EDG DRAWN BY: RSR • www.allietlengineering.com y g ••F° B®ZEMAI�T,MOI�TTAI�TA .'"�. DESIGNED BY: EDG, RSR REVIEWED BY: EDG 0j•...... VICIN= EXISTING 4" DI CLASS 51 FIRE SERVICE LINE STA. 1+12.00 EXISTING 4" DI 90'VERTICAL BEND & RISER, MJ W/MJR. CONTRACTOR TO INSTALL ` FIRE LINE WILL STA. 0+B5.00 THE FIRE SERVICE MUST BE INSTALLED BY FLANGED OS&Y. PROVIDE FOR TIE INTO EXISTING 4" DI 90'BEND SEE FIRE SPRINKLER DESIGN ONE CONTRACTOR FROM THE POINT OF PLANS FOR INFO CONNECTION UP T0, AND INCLUDING, THE CLASS I FIRE SERVICE BEYOND OS&Y VALVE. OS&Y VALVE IN THE BUILDING. 5 o THE ONLY FITTING ALLOWED BETWEEN THE FIRST OS&Y VALVE AND THE BACKFLOW ASSEMBLY IS A 90' BEND. a 4" CLASS FLANGE TO BE THREADED ON STANDPIPE, M.J. 51 DUCTILE , TO FLANGE ADAPTORS NOT ACCEPTABLE IRON PIPE 1" WATER SERVICE a (TYP.) 1.5' ABOVE FINISHED FLOOR 4" DI CLASS 51 FIRE SERVICE LINE TO BE INSTALLED '} STA. 0+21.00 4" CLASS 51 EXISTING CURB STOP TIE-IN TO EXISTING DUCTILE IRON PIPE 4" VALVE EXISTING 8" (TYP') 6.5' MIN. SEWER MAIN COVER LEGEND s s s s s s s s s E8=D47*v- MAIN OINTANICAL / " $FLANGED OS&Y VALVE 3 4 MIN. REDI ROD, INSTALLED IN EVERY OTHER THRUST BLOCK AT OF THE AVAILABLE M.J. BOLT HOLES (TYPICAL) DOUBLE CHECK VALVE M M M 88M M M M M M TEE TO BE VERIFIED MIN. REQUIREMENT) 90'BEND WITH THRUST BLOCK TO BE /AS INDICATED ON STA. 0+00.00 TIE-IN TO EXISTING VERIFIED. 4" X 8" TEE 4 4" VALVE X APPROVED PLAN(S) CONNECTION, MJ PLA71N STEW-FIRE SERVICE LINE m ELEVATION-FIRE SERVICE LIME RISER(RIOT TO SCALE) a � CITY OF BOZEMAN REQUIREMENTS FOR w r r w r w INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY f O > > Z 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY moo >000 '0O)nnli °�'oo OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE. aoo a-o0 aL600 moo on (Nnn Bonn `ten 2. ALL DOUBLE CHECK VALVE ASSEMBLISED SHALL BE: co+a +aa co+aa +a A. UL OR FM LISTED. F o II F o n g r o n n F u B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS X�> x rLni» x r» x r> CONNECTION CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN w'wk wNzz w(011 WO THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED 4720 4720 PLANS. C. INSTALLED AS SHOWN ON THE APPROVED PLANS. 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY(ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS. PADDLE—TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. 4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY FINISHED OF BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR CHECK VALVE PAVED LOT SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2' ABOVE THE FINISHED FLOOR. 471 715 6, THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2' FROM ANY OUTSIDE WALL, AND A MINIMUM OF 1' FROM ANY INTERIOR WALL. 7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM 6.5', AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. S. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING 6.5' MIN. OF 175 PSI. COVER 9. ALL FIRE SERVICE LINES 4" AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. pi 64 L.F. OF 4" DI 10. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO - CLASS 51 FIRE ERVICE THE OUTGOING PIPE DIAMETER (DOWNSTREAM). TO BE INSTALLED 471 710 TIE—IN TO EXISTING 4" VALVE 27 L.F. OF EXISTING 4" DI CLASS 51 FIRE SERVICE 470 707 3 N Q o �On ^ as ap E O N O N + + + O O PROFILE VIEW-FIRE SERVICE LINE AS-BUILT 9/0 4/12 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET T PROJECT#: 08-138 SHEET 1 POST CLIENT MEETING RSR 06/01/2012 0 2C 4C 0 2 4 ®S°'�°E'RA�'1L�1`J MINI WAREHOUSE / / C-3 32 DISCOVERY DRIVE DATE: 06 12 2012 dm o. * BOZEMAN,MT 59718 Civil Engineering oaae¢ao FIRE SERVICE ]SINE PHONE(406)582-0221 Geotechnical Engineering ALLIED nw(aoe v[ FAX(406)5825770 Land Surveying ENGINEERING PROJECT ENGINEER:SRS DRAWN BY: JAJ (, www.alliedengineering.com y g 0eg6° BOZEMAN MONTANA ��(NF )STERMAN MINI WAREHOUSE DESIGNED BY: SRS, JAJ REVIEWED BY: SRS ' °j•.r.,v�°1°`�e FIRE SERVICE LINE NOTE,' FIRE LINE WILL THE FIRE SERVICE MUST BE INSTALLED BY PROVIDE FOR ONE CONTRACTOR FROM THE POINT OF CLASS I FIRE CONNECTION UP TO, AND INCLUDING, THE SERVICE APPROXIMATE SEWER MAIN LOCATION OS&Y VALVE IN THE BUILDING. —e S 9 $ S THE ONLY FITTING ALLOWED BETWEEN THE FIRST OS&Y VALVE AND BACKFLOW STA. 0+00.00 ® ASSEMBLY IS A 90' BEND. EXISTING 8—IN WATER MAIN 4" x 8" TEE CONNECTION TO EXISTING WATER MAIN FLANGE TO BE THREADED ON STANDPIPE, M.J. W w w w w w w w 4" CLASS w w w w w— 51 DUCTILE � TO FLANGE ADAPTORS NOT ACCEPTABLE 4—IN DI CLASS 51 IRON PIPE w FIRE SERVICE LINE 1.5' ABOVE FINISHED FLOOR STA. 0+06.50 EXISTING BUILDING INV ELEV w 4708.17 4—IN DI GATE VALVE 4" CLASS 51 z DUCTILE IRON PIPE w (TYP-) LEGEND 8" D.I. MAIN MECHANICAL INV ELEV N 4707.50 JOINT 3/4" MIN. REDI ROD, .$FLANGED OS&Y VALVE THRUST BLOCK AT TEE �OF THE INSTALLEAVAILABLE D IN EVERY OTHERBOLT HOLES (TYPICAL) DOUBLE CHECK VALVE ••,� MIN. REQUIREMENT) STA. 0+20.69 4-IN DI 90'VERTICAL BEND. 90'BEND WITH THRUST BLOCK AS INDICATED ON REFER TO DETAIL 1 ON THIS SHEET FOR DETAILS. APPROVED PLAN(S) 4"X8" TEE 4 VALVE NOTE:ALL ELEVATION DATA OBTAIN FROM ALLIED ELEVATION-FIRE SERVICE LINE RISER(RIOT TO SCALE) ENGINEERING OSTERMAN MINI WAREHOUSE PLAN SET DATED 1997. CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY FITTINGPLANT VIEW—FIRE SERVICE LINE1 REMUIELLER RST S&YIVAILDVE THE AMEOF THEISIZEGASHALL THE FRE SERVICE LLIINELANGED KENNEDY 2. ALL DOUBLE CHECK VALVE ASSEMBLISED SHALL BE: A. UL OR FM LISTED. B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. C. INSTALLED AS SHOWN ON THE APPROVED PLANS. 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY(ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. 4, A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR CHECK VALVE SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. 4725 725 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2' ABOVE THE FINISHED FLOOR. 6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2' FROM ANY OUTSIDE WALL, AND 472 720 A MINIMUM OF 1' FROM ANY INTERIOR WALL. APPROXIMATE EX TING GROUND 7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM 6.5', AND A MAXIMUM OF 7.5' 471 715 BELOW THE FINISHED GRADE. 6.5-FT 8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING CONNECT TO EXISTING 8-IN 471 COVER MIN 710 OF 175 PSI. WATER MAIN WITH 4x8 TEE. INV. ELEV. w 4707.5 4-IN 90'DI VERTICAL BEND. 9. ALL FIRE SERVICE LINES 4" AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. 470 705 STA. 0+20.69 - INV ELEV- 4709.76 10. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO 21 L.F. OF 4-IN THE OUTGOING PIPE DIAMETER (DOWNSTREAM). DI CLASS 51 470 700 FIRE SERVICE STA. 0+06 0 _ INV ELEV 4708.17 4-IN DIG TE VALVE p N O � PROFILE VIEW—FIRE SERVICE LINTE 3 E AS BULT 9/04/12 NO. REVISIONS DRAWN BY DATE 0 10 20 30 # SHEET FIRE � SERVICE �y7 BUILDING 1� 7�7 1p PROJECT 12-026 OSTERMAN1C'IRE SER V ICE � B�U ILDI1�1 G B 32 DISCOVERY DRIVE DATE: 06/12/2012 ��R Civil Engineering 2 calk°. * BOZEMAN,MT 59718 g g SCALE (FEET) Ua FIRE SERVICE PLC PROFILE � DETAILS PHONE(496)582-922 Geotechnical Engineering (A�LL,4—PE f PAX(406)s825770Land Surve in EEEPROJECT ENGINEER:EDG DRAWN BY: RSR www.allietlengineering.com y g aMmm OSTERMAN ;Ce BOZEMAN,MT DESIGNED BY: EDG, RSR REVIEWED BY: EDG °j�e..,v.oY``« FIRE SERVICE