HomeMy WebLinkAboutGallatin Valley Seed Fire Line I CITY OF BOZEMAN REQUIREMENTS FOR GENERAL NOTES r
g / I INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA z m m
1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED PUBLIC WORKS STANDARDS, AND CURRENT CITY OF BOZEMAN a
KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEERCONSTRUCTION SHALL BE DONE BETWEEN 5:00 A.M. AND 5:00
SCALE 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: P.M., MONDAY THROUGH FRIDAY. _
y I 0 5 10 20 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL w
A. UL OR FM LISTED. EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR CONNECT. w
CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL
ye 0 1 inch = 10' B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR
UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO w a
m nWi I CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE z �-
a+ OPERATION IN THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS 0 w
APPROVED PLANS. NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE N c�
yy z 0 CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. �'' _z
C. INSTALLED AS SHOWN ON THE APPROVED PLANS.
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3. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING EL
f .31 I 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE SIGNS, AND TRAFFIC CONES PER CITY REQUIREMENTS IN w m
t<t DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ACCORDANCE WITH THE MUTCD (INCLUDING MONTANA AMENDMENTS).
E%T'G CONCRETE ETC.) AS SHOWN ON THE APPROVED PLANS. PADDLE—TYPE FLOW ALARMS NOT ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN a
SIDEWALK PERMITTED ON DRY SYSTEMS. PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY.
GALLATIN VALLEY ExrG CURB I 4, A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD 4. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE z
& GUTTER CITY OF BOZEMAN METER, THE METER LOOP OF THE DOUBLE DETECTOR CHECK VALVE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL,
SEED BUILDING SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF
INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE
OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION
R.O.W. EXT'G 6"C.I. L I 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2' CLEAR ABOVE THE FINISHED SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH RESPECT
f WATER MAIN FLOOR. TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION
\ AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT
vl FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT euocs��V
6. THE FIRE SE MICE RISER MUST BE A MINIMUM OF 2' CLEAR FROM ANY OUTSIDE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH ,olpj ve
STA. 10+30.6t - - I WALL, AND A MINIMUM OF 1' CLEAR FROM ANY INTERIOR WALL. INFORMATION OR DATA, s t sc
INSTALLED a" CL 51 D.I. FIRE SERVICE � "
LINE RISER & FLANGED OS&Y. INSTALL - 7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM 6.5% AND A MAXIMUM OF IN PIPE BEDDING AND BA KFI ALL PIPES SHALL BE BEDDED WITH
PIPE 2' CLEAR FROM EXTERIOR WALL. 7.5' BELOW THE FINISHED GRADE. MINIMUM a—INCHES IA TYPE 1 PIPE BEDDING AND BACKFILL WITH
SEE FIRE SPRINKLER DESIGN PLANS STA. 10+18.2t THE SAME MATERIAL A MINIMUM OF 6—INCHES OVER THE TOP OF FOR INFO BEYOND OS&Y VALVE. +5'BEND MJXMJ & ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING DRAWN BY: CGB
CONTRACTOR TO VERIFY RISER HORZ SAWCUT EXT'G SIDEWALK OF 175 PSI. THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1,
LOCATION INSIDE BUILDING PRIOR TO , € AT JNT AND REPLACE I 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND REVIEWED BY: MIJ
PLACEMENT OF FIRE SERVICE LINE. - TO C.O.B. STDS. 9. ALL FIRE SERVICE LINES 4" AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE, FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN PROJECT ENGINEER:CGB
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INSTALL THRUST BLOCK 10. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS, COST OF
ALL INITIAL AND RETESTING SHALL BE BORNE BY THE CONTRACTOR. DESIGNED BY:CGB
BEHIND TAPPING TEE BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER
1pp0
PER COB STDS I (DOWNSTREAM). 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN
NOTE: OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL BE
BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH r F�
WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. v STA. 10+07.0 A MONTANA ACCREDITED ASBESTOS CONTRACTOR/SUPERVISOR SHALL BE PRESENT ON SITE DURING 45'BEND MJXMJ SAWCUTVEME T AN ASPHALT ALL EXCAVATION WITHIN THE PUBLIC RIGHT OF WAY. WHETHER OR NOT ASBESTOS CONTAMINATED `
HORZ � f PAVEMENT AND COMPACT B. ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE
BASE AND REPAVE WITH 3" SOIL IS ENCOUNTERED DURING THE COURSE OF THE WORK WITHIN THE RIGHT OF WAY, THE SITE REPLACED/REPAIRED TO PRE-CONSTRUCTION QUALITY. h�
MIN OF ASPHALT PAVEMENT CONTRACTOR SHALL FILL OUT A "POTENTIAL ASBESTOS ALONG WALLACE AVENUE FORM", AND SUBMIT gAgg
sN,CUTFROM
AND REMOVE CURB ND PER cos sros. THIS FORM TO THE CITY OF BOZEMAN STREET DEPARTMENT AND THE MONTANA DEPARTMENT OF SECTION, FROM JNT TO JNT, AND I VES, INCLUDING FIRE
VALVES.
OPERATE ALL
L WING OF APPROACH AND REPLACE $ STA 10+00 ENVIRONMENTAL QUALITY WITHIN FIVE DAYS OF COMPLETION OF THE INSPECTION AND/OR ASBESTOS OP PUBLIC VAL TO C.O.B. STDS. MATCH EXT'G HOT TAP EXISTING s" C.I. REMOVAL ACTIVITIES. HYDRANTS, ON EXISTING
9. CITY FORCES TO
TOP OF CURB AND ENSURE WATER MAW. INSTALL 4" GATE 10. ALL WATER MAINS SHALL BE CLASS 51 DUCTILE IRON. ALL POSITIVE FLOW IN GUTTER VALVE AND 30.0'f LF of 4" IF ANY ASBESTOS CONTAINING MATERIAL IS IDENTIFIED, A MONTANA ACCREDITED ASBESTOS WATER MAINS AND SERVICES TO BE INSTALLED WITH A MINIMUM
PLAN VIEW
CL 6.5'51 D.I. FIRE SERVICE V
ABATEMENT CONTRACTOR/SUPERVISOR OR WORKER MUST IMMEDIATELY REMOVE, TRANSPORT AND DIREOF COVER TO FINISH GRADE UNLESS OTHERWISE NOTED OR
CTED.
SCALE: 1" tQ' DISPOSE OF THE ASBESTOS IN COMPLIANCE WITH ALL APPLICABLE STATE AND FEDERAL
ENVIRONMENTAL REQUIREMENTS, CRITERIA, AND LIMITATIONS, INCLUDING OSHA REGULATIONS. 11. SERVICE IS FOR A CLASS I SYSTEM, 7
A CONTINGENCY PLAN FOR THE DISCOVERY OF ASBESTOS FOR WORK COMPLETED IN THE WALLACE 12. 2" MINIMUM ORIFICE REQUIRED FOR FLUSHING. W
<g ROW SHALL BE PREPARED PRIOR TO THE INITIATION OF THE WORK. DO W
03 1 THE SITE CONTACTOR SHALL PROCURE A STREET CUT PERMIT FROM THE CITY OF BOZEMAN AND ALL FFr IN rx c, Zw WORK WITHIN THE PUBLIC RGHT OF WAY SHALL BE COMPLETED PER THE CITY OF BOZEMAN STDS .e
EXT'G Ij�o ova = 110 AND THE STREET CUT PERMIT REQUIREMENTS. (S+ m
B�IILDING o a 3 ia-w W NOTE: WHERE TRENCH PASSES THROUGH EXISTING r{"
108 PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A
d 0 v x io NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE
,t______"_______ FIRE S ERVICE RISER EDGE OF THE TRENCH OPENING, WHERE NEAT LINE Ib
106 MUST BE A MINIMUM IS LESS THAN 3' FROM EDGE OF EXISTING (�
OS&Y VALVE HIGH DENSITY FOAM OF 2' CLEAR FROM PAVEMENT OR CURB AND GUTTER SECTION.
2' _ _ _ BOARD INSULATION ANY OUTSIDE WALL, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION
2' OF CLEARANCE BETWEEN PIPE N 104 AND A, MINIMUM OF EXISTING
FACE AND INSIDE EDGE OF y FOUNDATION SEE INSULATION 1' FROM ANY BETWEEN TRENCH AND EDGE OF PAVEMENT
PAVEMENT H..�
.t
K NOTE BELOW OS&Y VALVE SURFACE
EXTERIOR WALL AND 1' 4" INTERIOR WALL.
CLEARANCE BETWEEN PIPE FACE - 702 GROUND SURFACE
N5TA�THRUST BLOCKAND INTERIOR WALLS. 1' GROUT HOLE WITHFLANGE TO BE THREADED ONPING TEE 4' NON-SHRINK GROUT STANDPIPE. MJ TO FLANGE�®PER COB STDS 100 T ADAPTORS NOT ACCEPTABLE `J
18" SQ. his' THICK COATED
CONCRETE BASEMENT EXT'G 6" C.I. STEEL PLATE W/6" DIA. HOLE
FLOOR. DEPTH OF - WATER MAIN 98 6" FOR PIPE PENETRAIRON
FOOTING UNKNOWN. o p PROPOSED 4" CL 51
= D.I. FIRE LINE TYPE "A" \ SLOPING, BENCHING OR F A
+I= 4" DIA. CL 51 TRENCH BACKFILL SUPPORT SYSTEMS IN THIS 4+/5/8" MIN. REDI ROD, INSTALLED
96 D.I. PIPE
o z T z TG z 2 IN EVERY OTHER MJ BOLT HOLE IN LANDSCAPED AREA AREA TO CONFORM TO O.S.H.A.'
+m }m m 1' (7Yp,) REGULATIONS d'
0 o o BASEMENT FLOOR
CROSS SECTION r — INSTALL DETECTABLE WARNING TAPE ksl F- C
d vi v a 1 4" DIA. 90'BEND, 18" DEPTH
STA 10+0?TO WALL MJ W/MJR __ W r ,o
PRNTS OVIDE STRUCTURAL SELECT TYPE I BEDDING MATERIAL PLACED ]
�_11+00 10+50 10+00 6 ,\��}�, 1
SUPPORT UNDER 90'BEND T
4" DIA. CL 51 --_ I'___ _ IN 6" LAYERS AND COMPACTED 1�1 W cc
PROFILE VIEW D.I. PIPE 4", _ v �. AS SPECIFIED IN SECTION 02221, �`./
TYPE I PIPE BEDDING PLACED IN �J Qp
SCALE: CONTINUOUS 5/8" MIN. REDI ROD, T—
HOR: 1" 20' INSTALLED IN EVERY OTHER MJ BOL1 6" MAX. LAYERS AND
N
HOLE (TYP.) COMPACTED THOROUGHLY N W N
INSULATION NOTE: VERT: 1" = 4' NOTES: DETAIL
INSTALL 2" OF HIGH DENSITY FOAM BOARD TRENCH WIDTH=O.D. TYPE II PIPE BEDDING WHERE ® F., GM
INSULATION 4" ABOVE PIPE, 4' WIDE 1 EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED FIRE SERVICE LINE RISER REQUIRED FOR SOFT OR c oc
CENTERED ON THE FIRE SERVICE ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NTS OF PIPE PLUS 2' SUBSTABLE FOUNDATION. x cn Q -
NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, MIN. TRENCH WIDTH=3.5' G H rA .D
INSTALLED INSULATION ON SIDES BETWEEN GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS
STA 10+02 AND WALL PER DETAIL. INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY "I
COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. * SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION
2. EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO
VERIFY DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST DETAIL SHEET
CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT TYPICAL UTILITY TRENCH DETAIL ` I OF I
CREATING DELAY IN CONSTRUCTION. COB STD. DWG NO. 02221-1 $
3. INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS WITHIN 20' OF ALL FITTINGS AND END OF
SPRINGER
LINE, 0 4"FIRE SERVICE
AS-BUILT DRAWING % PROJECT:,o-109
4. ALL TEES, VALVES, END CAPS AND ELBOW'S SHALL BE MECHANICAL JOINTS WITH MEGALUG. 'I DATE:JULY 2011