HomeMy WebLinkAboutOutback Steakhouse OUTBACK STEAKHOUSE FIRE LINE IMPROVEMENTS s 4N � JULIEL.
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< IS TI NG CONSTRUCTION NOTES N �� °g
CLASS I SYSTEM m o
AS PER CITY OF BOZEMAN FIRE UNE FIRE SERVICE LINE PLAN VIEW -- - 0�m
RE POLICY MAY 31, 1997 Sta.ALE 0+00 - END o 0
SCALE: I'=20' LEGEND
O- 90'BEND WITH THRUST BLOCK. ]
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FLANGED O$&Y VALVE u
Y Q NIT
T 2 - 4" CLASS 51 DUCTILE IRON PIPF
I \ O(t�) / REWUIREEMENT)K AS INDICATED
MECHANICAL ROOM VALVE IN.
N O-4' MIN REDI ROD, INSTALLED IN HALF 4655 e ��7 ON APPROVED PLAN(S)
_ OF THE AVAILABLE M.J. FLANGE BOLT X
HOLES (TYP.) I.E. EVERY OTHER HOLE. pp x
la NO PRESSURE GAUGES OR
OPRESSURE GAUGE FITTINGS
4 - KENNEDY OR MUELLER OSdCY VALVE. 46� ALLOWED UNTIL DOWNSTREAM
GENERAL NOTES SIDE B Y. ONLY FITTINGS
CITY OF BOZEMAN REQUIREMENTS �� ASSEMBLY. ONLY FITTINGS
( 5 1- DOUBLE CHECK VALVE (by others). ALLOWED BETWEEN FIRST
FOR INSTALLATION OF �J ASSEMBLY
VALVE AND BACK FLOW
ASSEMBLY TO BE EITHER 90'
BEND AND/OR REQUIRED SIZE
TRAFFIC CONTROL: 4645 - REDUCTION PIPE AS DESCRIBED
TRAFFIC CONTROL FOR WORK CONDUCTED IN THE STREET WILL BE REQUIRED,AND CONDUCTED AS PER MPW DOUBLE CHECK VALVE ASSEMBLY IN 10.a BELOW.
EXISTING GROUND
STANDARD SPECIFICATIONS AND CITY OF BOZEMAN REGULATIONS. FLANGE TO BE THREADED ON STANDPIPE-W.J: 2'MIN FROM EXTERIOR WALL
UNDERGROUND/OVERHEAD UTILITIES: 1. THE FIRST FITTING INSIDE TO FLANGE ADAPTERS NOT ACCEPTABLE 1'MIN FROM INTERIOR WALL
CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT EXISTING UTILITY COMPANIES AND COORDINATE W77H MUELLER OShY VALVE THE SAME
THE BUILDING SHALL BE ME SIZE AS THE FIRE SERVICE LINE. (TYPICAL FOR ALL RISER CONFIGURATIONS)
UL LISTED FLANGED KENNEDY OR
SUCH PRIOR TO BEGINNING CONSTRUCTION. EXISTING UTILITIES SHOWN ON THE PLANS ARE SHOWN AT 4640�- V.1 -- rj
THEIR APPROXIMATE LOCATION AND TO THE BEST KNOWLEDGE OF THE ENGINEER. CONTRACTOR SHALL BE 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE:
RESPONSIBLE TO ENSURE THAT ALL EXISTING UTILITIES HAVE BEEN PROPERLY LOCATED BY THEIR FF= 38.0
RESPECTIVE OWNERS. A. UL OR FM LISTED. r ,„ W
B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION - 1•MIN.,2'MAX.ABOVE V J
ONE CALL UTILITY LOCATE ......................-1-800-424-5555 CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION FINISHED FLOOR
(VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. I FN/I GRADE PROVIDE FLEXIBLE,WATER-TIGHT L1
� -- -
CONTRACTOR SHALL MAKE ARRANGEMENTS MATH UTILITY COMPANY TO PROTECT,SUPPORT AND/OR C. INSTALLED AS SHOWN ON THE APPROVED PLANS. 4635 CONNECTION FOR ALL WALL OR
I R PI
RELOCATE ALL EXISTING UTILITIES, UTLTY BOXES OR UTILITY POLES AS NECESSARY DURING CONSTRUCTION. MAINTAIN 6.5' O []
VER
3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK MINIMUM CO
_ _ _ _ 2PE PENETRATIONS.
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PAVEMENT SECTION REPLACEMENT: VALVE ASSEMBLY(ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE
THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL EXISTING GRAVEL AND PAVED AREAS OR APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. t8'MIN ECHANICAL JOINT C]
SURFACES TO THEIR PRECONSTRUCTION CONDITION. THE CONTRACTOR SHALL REPLACE EXISTING GRAVEL (Y Q
AND PAVED SURFACES WITH LIKE KIND MATERIAL OF EQUAL DEPTH. ASPHALT SHALL BE HOT PLANT MIX �� Z z
SURFACE COURSE. 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 Q Q
TOPOGRAPHIC SURVEY: DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA INIV S7 61 DIPF , RI W
ELEVATION ARE BASED ON CONTOUR MAP PROVIDED BY TOPOGRAPHIC SURVEY CONDUCTED IN MARCH, 2002 SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. FIRE VICE LINE Fai �L`) Z z 7
AND THE LOCATION AND OR ELEVATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON NOTE: INSTALL 91I LF OF iXe"COPPER i&a Q I^ O
RECORDS OF THE VARIOUS UTILITY COMPANIES OR CITY OF BOZEMAN RECORD. THE INFORMATION IS NOT TO 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF V AND A MAXIMUM OF 2' ABOVE THE 4625 z -jz CATER SERVICE LIME IN SAME TRENCH, i v , W I LiJ
HE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL FOR UTILITY LOCATION AT FINISHED FLOOR. a z�• MAINTAIN 2'SEPARATION. _ I
LEAST 46 HOURS PRIOR TO ANY EXCAVATION AND REQUEST EXACT FIELD LOCATION OF ALL UTILITIES WHICH
CONFLICT WITH PROPOSED IMPROVEMENTS SHOWN ON PLANS OR SPECIFIED IN SPECIFICATIONS. 6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2' FROM ANY OUTSIDE WALL, AND A MINIMUM w� < - - - gym
OF 1' FROM ANY INTERIOR WALL. mom. 0 LTJ Z
Ln
SPECIFICATIONS: T W Q
WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH MPW STANDARD SPECIFICATIONS AND CITY OF oo
7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM 6.5', AND A MAXIMUM OF 7.5 BELOW THL 4620 _« - s
BOZEMAN STD REVISIONS, INCLUDING STD DRAWINGS NO.(S)MPW 02221-1,MPW/BZN REVISED 02860-3, z iz I�
HZN 02660-10, BZN 02213-2.BZN 02660-12,BZN 02660-13. BZN 02660-14. AND BZN 02660-15. FINISHED GRADE. a,a am m ]a= O �I Q LLJ
3 r \ \
FIRE LINE POLICY: 8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING Of 175 PSI, o W kW'g`�' ..w n Smg M v u / 0
FIRE LINE CONSTRUCTION SHALL BE IN COMPLETE ACCORDANCE WITH CITY OF BOZEMAN FIRE LINE POLICY ca:T 1.A oia +w�,m �/ m
MARCH 31, 1997. INCLUDING STID DETAIL NO. 02719-3(2D00). 9. ALL FIRE SERVICE LINES 4" AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. DATW�.p.� ix ..-o ,o»,�S >PRECONSTRUCTIONCONFERENCE: 10. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE 4elaoa Yna�.om « ��� O W Q
A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CONTRACTOR,ENGINEER, AND CITY OF BOZEMAN INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). FOR FXAMP!I n wm n ro r m W
PRIOR S: CONSTRUCTION. A 4" FIRE SERVICE LINE SHOULD HAVE A 4" DOUBLE CHECK VALVE ASSEMBLY.
PERMITS: SHOULD THIS INSTALLATION CRITERIA BE IMPOSSIBLE,OR UNDESIRABLE, THE FOLLOWING MODIFICATIONS MAY BE
MADE: �\
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ASPHALT, GRAVEL BASE,
0+00 D+SC AND CONCRETE SIDEWALK AS PER CITY OF BOZEMAN STD SPECIFICATIONS. THIS INCLUDES OBTAINING ALL
REQUIRED PERMITS SUCH AS THE ASPHALT CUT PERMIT FROM THE CITY OF BOZEMAN. A. THE INCOMING PIPE DIAMETER(UPSTREAM)SHALL THE SAME SIZE(NOMINAL SIZE)AS THE DOUBLE CHECH O LL
VALVE ASSEMBLY FOR A MINIMUM OF TEN(10)PIPE DIAMETERS UPSTREAM OF(IN FRONT OF) THE DOUBLE
CHECK VALVE ASSEMBLY.
DOUBLE CHECK VALVE: MATERIAL AND INSTALLATION FIRE SERVICE LINE `
THE DOUBLE CHECK VALVE ASSEMBLY MUST BE APPROVED BY THE MANUFACTURER AND THE FOUNDATION B. THE OU TGOINC PIPE DIAMETER(DOWNSTREAM)SHALL BE THE SAME SIZE(NOMINAL SIZE)AS 1NE DOUBLE SHALL COMPLY WITH THE FOLLOWING STANDARDS: 1�
rOR CROSS-CONNECTION CONTROL h HYDRAULIC RESEARCH UNIVERSITY OF SOUTHERN CHECK VALVE ASSEMBLY FOR A MINIMUM OF THREE(3)PIPE DIAMETERS DOWNSTREAM OF(IN BACK OF) THE
CALIFORNIA, FOR OPERATION IN THE VERTICAL POSITION. DOUBLE CHECK VALVE ASSEMBLY. A. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,
C. EXAMPLE: FIFTH EDITION, MARCH 2O03 AND ITS ADDENDUMS.
INCOMING(UPSTREAM)FIRE SERVICE LINE = 4"
DOUBLE CHECK VALVE ASSEMBLY 2" B. CITY OF BOZEMAN MODIFICATION TO THE MONTANA FIRE SERVICE LINE PROFILE VIEW
OUTGOING(DOWNSTREAM)LINE SIZE 4" PUBLIC WORKS STANDARD SPECIFICATIONS.
THE INCOMING UNE UPSTREAM MUST BE REDUCED TO A 2"UNE SIZE A MINIMUM OF 20"(10 X 2")PRIOR TO Sta. 0+00 - END
THE INSTALLATION OF THE DOUBLE CHECK VALVE ASSEMBLY.AND THE DOWNSTREAM LINE MUST BE REDUCED TO
2"FOR A DISTANCE OF 6"(3 X 2")BEFORE IT IS UPSIZED TO THE DOWNSTREAM UNE SIZE OF 4". C. CITY OF BOZEMAN STANDARD DRAWINGS 02660-12, SCALE: VERTICAL I"-5'
AND 02660-13. 02660-14. AND 02660-15. HORIZONTAL: 1'=20' Ln
ONLY FITTINGS ALLOWED BETWEEN FIRST OSdcY VALVE AND D
BACKFLOW ASSEMBLY TO BE EITHER 90'BEND AND/OR D. CITY OF BOZEMAN FIRE SERVICE LINE STANDARDS.
REQUIRED SIZE REDUCTION PIPE AS DESCRIBED IN 10.A ABOVE. E. NFPA 24 INSTALLATION OF PRIVATE FIRE SERVICE .,A-,,,;No: 7
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MAINS AND THEIR APPURTENANCES (LATEST EDITION). PROJECT No: 04-535