HomeMy WebLinkAboutMap Brewing Co - Fire Service THE ONLY FITTING ALLOWED BETWEEN THE FIRE LINE WILL
/ CL52 DIP INSTALLED FIRST OS&Y VALVE AND BACKFLOW PROVIDE FOR
NOTE: ASSEMBLY IS A 90' BEND. CLASS I FIRE
k l\ ^I THE FIRE SERVICE MUST BE INSTALLED BY 4" CLASS 51 DUCTILE SERVICE
V ONE CONTRACTOR FROM THE POINT OF IRON PIPE (TYP.)
LDING FOOTPRINT CONNECTION UP TO, AND INCLUDING, THE
OS&Y VALVE IN THE BUILDING.
� 4" 90' BEND � FLANGE TO BE THREADED ON STANDPIPE, M.J.
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STA. 0+92.98 TO FLANGE ADAPTORS NOT ACCEPTABLE
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0 92-68 O J1.5' ABOVE FINISHED FLOOR(1.9' OF MEASURED SEPARATION
CLEANOUT CL52 DIP INSTALLED
\k ! 2 REDI-RODS INSTALLED
4" CLASS 51 z
D DUCTILE IRON PIPE
2 IN WATER SERVICE MR.) in O - LEGEND
4 IN SEWER SERVICE 8' D.I. MAIN
x �G 2.3' OF MEASURED 3/4" MIN. REDI ROD,
p �L INV ELEV - 4707.50 •-�FLANGED OS&Y VALVE
CURB STOP W�BOX ON z�X" SEPARATION MECHANICAL INSTALLED IN EVERY OTHER
\ WATER SERVICE INSTALLED �_- X� THRUST BLOCK AT TEE JOINT OF THE AVAILABLE M.J. BOLT
„ 1.5' INSIDE PROPERTY LINE- �%'�� <• HOLES (TYPICAL) x DOUBLE CHECK VALVE
x x x - _ s� / MIN. REQUIREMENT)
_ x- ----_ �i/- THRUST BLOCK INSTALLED 90°BEND WITH THRUST BLOCK
w 3 s�s 10"X4" TAPPING SLEEVE
4 IN FIRE SERVICE AND %AS INDICATED ON
\w rye -sus 4" TAPPING VALVE INSTALLED THRUST BLOCK INSTALLED X APPROVED PLAN(S)
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w s� 20 IN ACP SEWER MAIN
\W s s 20 IN ACP SEWER MAIN NOTE:ALL ELEVATION DATA OBTAIN FROM ALLIED ELEVATION
EV 1I N IRE SERVICE
LINE
RISER
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s s s w W DATED 1997.
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5 10"X4" TAPPING SLEEVE Op 10N D WATER MAIN
s CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY
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�I AND 4" TAPPING VALVE -r G 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE.
/ STA. 0+05.00 ABANDONED GAS MAIN-G_�
- 2. ALL DOUBLE CHECK VALVE ASSEMBLISED SHALL BE:
A. ILL 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.
0 20 40 60 PLAN VIEW
-FIRE SERVICE TINE C. INSTALLED AS SHOWN ON THE APPROVED PLANS.
!'�1�1 V !'Y 0'1 LINE 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.
SCALE (FEET) PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS.
FLOWABLE FILL TRENCH 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
BACKFILL USED IN ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO.
MANLEY ROAD
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 A MINIMUM OF 1' FROM ANY INTERIOR WALL.
EG ALL FIRE LINE FITTINGS ARE RESTRAINED WITH
7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM 6.5', AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. MEGALUG JOINT RESTRAINTS. ALL FIRE LINE JOINTS
470 705 ARE RESTRAINED WITH SURE-LOK GASKETS.
8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI.
9. ALL FIRE SERVICE LINES 4" AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE.
10. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO THE OUTGOING PIPE DIAMETER (DOWNSTREAM).
FG
3" WIDE DETECTABLE WARNING TAPE (TYP.)
�\ 5 MIL. THICKNESS (MIN.) WITH A SOLID ALUMINUM
TRENCH BACKFILL CORE. INSTALL ABOVE ALL WATER, SEWER, AND
STORM DRAIN PIPING INCLUDING SERVICES.
10"X4" TAPPING SLEEVE AND
4" TAPPING VALVE INSTALLED TRENCH EXCAVATION \\ \\
FOR WATER, TAPE SHALL BE BLUE AND CLEARLY
470 700 x z a /\\ /\\/ MARKED "WATER".
4 INCH SANITARY SEWER SERVICE FOR SEWER, TAPE SHALL BE GREEN AND
`O o �/� SDR 26 PVC INSTALLED /�\\/ CLEARLY MARKED "SEWER
APPROXIMATE E LORATION 4" INSULATION INSTALLED w> \// / / * FOR STORM DRAINS, TAPE SHALL BE GREEN AND
(DEPTH UNKNOWN) WITHIN 46' OF BLDG WALL �a CLEARLY MARKED "STORM DRAIN".
z a \j\\ /\\//
82.7' of 4" O 0.00%
15" OF MEASURED
PIPE SEPARATION 14" OF MEASURED CL52 DIP INSTALLED
PIPE SEPARATION jam\ \j
469 695
CL52 DIP INSTALLED 4 INCH FIRE SERVICE
APPROXIMATE LOCATION
OF 20 IN SEWER MAINS TYPE K COPPER INSTALLED 2 INCH WATER SERVICE 1' (MIN.) 2' (MIN.) 2' (MIN.) 1' (MIN.) UISE CL DDIGRAVEL ORA1"(MINUS -
469 693 CLEAN CRUSHED ROCK. COMPACT TO
rMna N°J 00 TRENCH WIDTH A DENSE AND UNYIELDING CONDITION.
ujri rj� i,jv 6' (MIN.)
0O oO o0 STABLE SUBGRADE
1. THIS DETAIL APPLIES TO ALL UNDERGROUND WATER, SEWER, AND STORM DRAIN UTILITY LINES.
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2. 4" THICK, RIGID POLYSTYRENE INSULATION BOARD SHALL BE INSTALLED ABOVE THE PIPE WHEREVER ANY WATER DISTRIBUTION PIPING (INCLUDING MAINS, SERVICES, AND FIRE HYDRANT LEADS) HAVE LESS THAN 6.5' OF COVER. SEE PIPE -
o INSULATION DETAIL FOR LOCATION AND WIDTH REQUIREMENTS.
+ + + + +
0 0 0 0 0 3. 4" THICK, RIGID POLYSTYRENE INSULATION BOARD SHALL BE INSTALLED ABOVE THE PIPE WHENEVER ANY SEWER COLLECTION PIPING (INCLUDING MAINS AND SERVICES) HAVE LESS THAN 5.0' OF COVER. SEE PIPE INSULATION DETAIL FOR
PROFILE
1C�y1f1C�A7 FIRE
SERVICE
LINE
LOCATION AND WIDTH REQUIREMENTS.
JC JL�®FI]LE VIEW yS' -Fll1�JL.�JL.JL�V JL�JL.JL..11l`alE 4. TRENCH BACKFILL SHALL CONSIST OF NATIVE, NON-ORGANIC SOILS THAT HAVE A MOISTURE CONTENT NEAR OPTIMUM, PLACE IN 6" THICK LEVEL LIFTS (MAX.) AND COMPACT TO 95% OF ASTM D-698 (STD. PROCTOR) m_
7JDLXE'®RD HORIZONTAL SCALE FEET VERTICAL SCALE FEET
0 20 40 0 2 4 5. TRENCH EXCAVATION (TYP.) PER OSHA STANDARDS, 4' (MAX.) VERTICAL SIDE WALLS. DEPTHS GREATER THAN 4' WILL REQUIRE THE USE OF A TRENCH BOX OR BENCHING/SLOPING AT THE TOP OF THE TRENCH.
DIJEDXAWING SECTION VIEW-TYP.TRENCH[DETAIL
NO. REVISIONS DRAWN BY DATE MAP
��?? �y PROJECT #: 12-104 SHEET
REV 1. 8 FT RETAINING WALL AEG 01 02 13 M P BREWER][ 32 DISCOVERY DRIVE Civil Engineering DATE: 07/17/2014 C,�1®
REV 2. PARKING RE-DESIGN AEG 01 10 13 �" BOZEMAN,MT59718
REV 3. DRC COMMMENTS & REVISION ASG 05 20 13 CK404 ER FIRE SERVICE PLAN, PROFILE & DETAILS
PHONE(406)582-0221 Geotechnical Engineering
a�ae PE,
➢ FAX(406)582-5770 ALLIED
REV 4. WETLAND ACCOMODATION ASG 07 17 14Land Surveying ENGINEERING
PROJECT ENGINEER: EDG DRAWN BY: ASG, GDF -Zi- TaY Tw7 w .alliedengineering.00m SERWCm INC.
AS-BUILT/RECORD DRAWINGS LSE/RSR 09 18 15 BOZEMAN,MONTANA
DESIGNED BY: ASG, GDF REVIEWED BY: EDG ""„ie``5 MAP BREWERY