HomeMy WebLinkAboutDays Inn Fire Service Line DAYS-INN
FIRE SER VICE LINE IMPR 0 V'VMENTS .2�
DAYS INN PROPOSED ADDITION �I
Sto. 1+11 (END FIRE SERVICE LINE IMPROVEMENTS) DRAWN er. BM
Sto. 0+00 (BEGIN FIRE SERVICE LINE IMPROVEMENTS) INSTALL FIRE SERVICE RISER WITH 90'BEND, THRUST CHECKED BY. GG
1 BLOCKING, AND REDI ROD. $
CUT EXISTING WATER MAIN INSTALL A 8" X 4"I TEE (PLUG NORTH END 8
INSTALL 4" GATE VALVE WITH VALVE BOX AND THRUST BLOCKING OF DRAWING DATE: FEBRUARY 10.2004
THE TEE AND VALVE. USE MEGALUG RESTRAINTS WHERE THRUST
BLOCKING IS PROHIBITIVE. REVISION DATE-
INSTALL 2" CORPSTOP (2' MIN. SOUTH OF TEE) AND CURB BOX FOR
jj. WATER SERVICE TO BUILDING
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BUILDING EXTERIOR. 4,—m
PROJECT SITE 1200 x whiA
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CONSTRUCTION N
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N NOTES: CLASS I SYSTEM
VICINITY MAP LEGEND
SCALE NTS - MECHANICAL ROOM
AS PER CITY OF BOZEMAN FIRE LINE u FLANGED oser vALw
SCALE I' = s POLICY MAY 31, 1997
DOUBLE CHECK VALVE MIN
O1 - 90' BEND WITH THRUST BLOCK. REQUIREMENT) AS INDICA'E C
a � ON APPROVED PLAN(S)
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GENERAL NOTES CITY OF BOZEMAN REQUIREMENTS 0- 4" GLASS 51 DUCTILE IRON PIPE ctWP>
FOR INSTALLATION OF
TRAFFIC CONTROL: 3 " MIN REDI ROD, INSTALLED IN HALF 110
TRAFFIC CONTROL FOR WORK CONDUCTED IN THE STREET WILL BE REQUIRED, AND CONDUCTED AS PER MPW DOUBLE CHECK VALVE ASSEMBLY 3 - r4
F THE AVAILABLE MJ
STANDARD SPECIFICATIONS AND CITY OF BOZEMAN REGULATIONS. O . . FLANGE BOLT
UNDERGROUND/OVERHEAD UTILITIES: 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY Ok HOLES (TYP.) I.E. EVERY OTHER HOLE. - --- No PRESSURE GAUGES OR
CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT EXISTING UTILITY COMPANIES AND COORDINATE PATH MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE, PRESSURE GAUGE FITTINGS
SUCH PRIOR TO BEGINNING CONSTRUCTION, EXISTING UTILITIES SHOWN ON THE PLANS ARE SHOWN AT tALJLO"ED UNTIL DOWNSTREAM
THEIR APPROXIMATE LOCATION AND TO THE BEST KNOWLEDGE OF THE ENGINEER. CONTRACTOR SHALL BE 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: /( IDE aF BACK ROW
RESPONSIBLE TO ENSURE THAT ALL EXISTING UTILITIES HAVE BEEN PROPERLY LOCATED BY THEIR l 4 f- KENNEDY or MUELLER OS&Y VALVE 10S - 4 SSEMBLY
A. UL OR FM LISTED. \�JJ W
RESPECTIVE OWNERS. B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION 5 �
CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION �,ExISDNG_GRWND_-�ONE CALL UTILITY LOCATE .............-..._..1-800-424-5555 _ '
(VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. O- DOUBLE CHECK VALVE (by olhers). J _ PRONDE REXIBLE,WATER-TIGHTCUNTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY COMPANY TO PROTECT, SUPPORT AND/OR C. INSTALLED AS SHOWN ON THE APPROVED PLANS. — r- CONNECTION FOR ALL WALL OR 2'MIN ABOVE
1Q0 - FLOOR RIPE P€NETRAnONS, fINISHED BOOR
RELOCATE ALL EXISTING UTILITIES, UTILITY BOXES OR UTILITY POLES AS NECESSARY DURING CONSTRUCTION. _- ONLY FITTINGS ALLOWED
3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK 3 BETWEEN FIRST ALLOWED
VALVE
PAVEMENT SECTION REPLACEMENT: VALVE ASSEMBLY(ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE ( 6 )- INSTALL APPROX. 52 LF OF 4" OF HIG _ AND BACK FLOW ASSEMBLY TO
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. \-J DENSITY EPS PIPE INSULATION 4'XB' �,� FINISH GRADE BE EITHER 90'BEND AND/IXt Z Q
AND PAVED SURFACES WITH LIKE KIND MATERIAL OF EQUAL DEPTH. ASPHALT SHALL BE HOT PLANT MIX 4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF SHEETS W SAND BEDDING 4"�HIGH DENSITY REWIRED SIZE REDUCTION PIPE
SURFACES TO THEIR PRECONSTRUCTION CONDITION. THE CONTRACTOR SHALL REPLACE EXISTING GRAVEL / Z AS DESCRIBED M 10.a BELOW. � Z Z
PS PIPE
SURFACE COURSE. BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR CHECK VALVE SHALL HAVE A --- r •SHEET tB'M Q Q
95 ___- -- [-INSULATION 4'X
DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA ENTIRE LENGTH OF PIPE ♦—
TOPOGRAPHIC SURVEY: SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. z Z
ELEVATION ARE BASED ON CONTOUR MAP PROVIDED BY TOPOGRAPHIC SURVEY CONDUCTED ON 10/10/2000 MECHANICAL TO JOINT Q O
AND THE LOCATION AND OR ELEVATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2' ABOVE THE FINISHED FLOOR. j wS ALI ,04 LF RANGE TO BE THREADED ON STANDPIPE,M J _J
RECORDS OF THE VARIOUS UTILITY COMPANIES OR CITY OF BOZEMAN RECORD. THE INFORMATION IS NOT TO 1 4'SERVICE
DIP (T FLANGE ADAPTERS ROT ACCEPTABLE
BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL FOR UTILITY LOCATION AT 90 F,RE.SERVICE LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) r^ "
LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND REQUEST EXACT FIELD LOCATION OF ALL UTILITIES WHICH 6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2' FROM ANY OUTSIDE WALL. AND A MINIMUM TME
CONFLICT'NTH PROPOSED IMPROVEMENTS SHOWN ON PLANS OR SPECIFIED IN SPECIFICATIONS. OF 1' FROM ANY INTERIOR WALL, z1� Z_ Q
SPECIFICATIONS: 7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM 6.5', AND A MAXIMUM OF 7.5' BELOW THE � § 3 �WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH MPW STANDARD SPECIFICATIONS AND CITY OF FINISHED GRADE.BOZEMAN STD REVISIONS INCLUDING STD DRAWINGS NO.(S)MPW 02221-1. MPW/BZN REVISED 02718-1.BZN � N
02718-8. BZN 02213-2. BZN 02718-4,BZN 02718-5. 8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. B z s o"'u 4 x
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FIRE LINE POLICY: Y a m
9. ALL FIRE SERVICE LINES 4' AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. wg>ua��,� wso
FIRE LINE CONSTRUCTION SHALL BE IN COMPLETE ACCORDANCE WITH CITY OF BOZEMAN FIRE LINE POLICY ,,? >
MARCH 31, 1997, INCLUDING STD DETAIL N0. 02719-3(2000). 10. LINE SIZING THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE F3vum Er�U9 ai � m C
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PRECONSTRUCTION CONFERENCE: INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM), FOR FXAMF'L C. MATERIAL AND INSTALLATION OF FIRE SERVICE LINE
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.:HALL COMPLY WITH THE FOLLOWING STANDARDS: m
A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CONTRACTOR,ENGINEER, AND CITY OF BOZEMAN
A 4" FIRE SERVICE LINE SHOULD HAVE A 4" DOUBLE CHECK VALVE ASSEMBLY. x,',�mo��� �+i
PRIOR TO CONSTRUCTION. uwmroW Nis 1 ~
SHOULD THIS INSTALLATION CRITERIA BE IMPOSSIBLE, OR UNDESIRABLE. THE FOLLOWING MODIFICATIONS MA, BE A. MONTANA PUBLIC WORKS STANDARD �c~oia�aiz rN tlm�W?m W
PERMITS: MADE: SPECIFICATIONS, FOURTH EDITION, - 1°�
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ASPHALT,GRAVEL BASE, A. THE INCOMING PIPE DIAMETER(UPSTREAM)SHALL BE THE SAME SIZE (NOMINAL SIZE) AS THE DOUBLE CHECr. JANUARY 1996 AND ITS ADDENDIMS. DATUM FJe L.L
AND CONCRETE SIDEWALK AS PER CITY OF BOZEMAN STD SPECIFICATIONS. THIS INCLUDES OBTAINING ALL VALVE ASSEMBLY FOR A MINIMUM OF TEN(10)PIPE DIAMETERS UPSTREAM OF(IN FRONT OF)THE DOUBLE 7500 [
REQUIRED PERMITS SUCH AS THE ASPHALT CUT PERMIT FROM THE CITY OF BOZEMAN. CHECK VALVE ASSEMBLY. B. CITY OF BOZEMAN MODIFICATION TO �(
B. THE OUTGOING PIPE DIAMETER(DOWNSTREAM)SHALL BE THE SAME SIZE (NOMINAL SIZE) AS THE DOUBLE THE MONTANA PUBLIC WORKS STANDARD
DOUBLE CHECK VALVE: CHECK VALVE ASSEMBLY FOR A MINIMUM OF THREE(3)PIPE DIAMETERS DOWNSTREAM OF(IN BACK OF)THE SPECIFICATIONS.
THE DOUBLE CHECK VALVE ASSEMBLY MUST BE APPROVED BY THE MANUFACTURER AND THE FOUNDATION DOUBLE CHECK VALVE ASSEMBLY.
To CROSS-CONNECTION CONTROL&HYDRAULIC RESEARCH UNIVERSITY OF SOUTHERN
C. EXAMPLE: CITY OF BOZEMAN STANDARD m o o
CALIFORNIA, FOR OPERATION IN THE VERTICAL POSITION. INCOMING(UPSTREAM)FIREASS SERVICE LINE = 4" DRAWINGS 02719-2, AND 02719-3. 0+00 O+50 t+OC
DOUBLE CHECK VALVE ASSEMBLY = 2 O
OUTGOING(DOWNSTREAM)LINE SIZE - 4' ✓. CITY OF BOZEMAN FIRE SERVICE LINE
THE INCOMING LINE UPSTREAM MUST BE REDUCED TO A 2"LINE SIZE A MINIMUM OF 20"(10 X 2") PRIOR TO STANDARDS. FIRE SERVICE LINE PROFILE VIEW
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 LINE SIZE OF 4". E. NFPA 24 INSTALLATION OF PRIVATE
FIRE SERVICE MAINS AND THEIR Sta. 0+00 — END
ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND APPURTENANCES (LATEST EDITION). ^
SCALE: VERTICAL 1'a 5' V� DRAWING No 02-6000wq
BACKFLOW ASSEMBLY TO BE EITHER 90'BEND AND/OR HORIZONTAL: 1"-20' PROJECT No 02-600
REQUIRED SIZE REDUCTION PIPE AS DESCRIBED IN 10.A ABOVE. HIV'
SHEET: 1