HomeMy WebLinkAboutStoneridge Business Park Building A Fire Line Plan 1
UNDERGROUND LEGEND
I SYMBOL DESCRIPTION
W. STEVENS ST. OS&Y VALVE
RISER
I --------- NEW UNDERGROUND FIRE LINE
EXISTING UNDERGROUND FIRE SERVICEWTER MAIN
p•; TAPPING SLEEVE
♦ THRUST BLOCKING
1 t CIF CUT IN FIELD
LION UNLESS 071HERYASE NOTED
TOE MEAD ONE END
TBE THREAD BOTH ENDS
- 2'-0'MIN CLEARANCE FROM ANY GOT GROOVE ONE END
OUTSIDE WALL-ALL DIRECTIONS - GBE GROOVE BOTH ENDS
FOR NEW CLASS ONE SPRINKLER T&G THREAD&GROOVE
NEW THRUST INO, SYSTEM SEE DETAIL 4/CI OS&Y OUTSIDE STEM&YOKE
SEE 1/C1 W
ON DOWN
-- -
N
` Y-- FG FINAL GRADE
` { 0 AFT ABOVE FINISHED FLOOR _
11 1 NEW FIRE SERVICE,BY UNDERGROUND CONTRACTOR
REMOVE EXISIINC 4'ENDCAP AND THRUST—1
BLOCKING,CONNECT NEW 4'FIRE SERVICE i ��
TO EXISTING 4 ARE UNE APPROX.6'-0' L F�`D°CEk UNDERGROUND NOTE
FROM LOT LINE.PROVIDE 4'MUELLER GATE
VALVE-MODEL P-2360-20 W/VALVE "- I B I 1) All UNDERGROUND PIPE IS TO BE INSTALLED IN ACCORDANCE WITH
BOX. NEW THRUST BLOCKING,SEE I/CI
i MONTANh PUBLIC WORKS STANDARD SPECIFICATIONS FOURTH EDITION,
8xBx4 M.J.LEE I (1996 WITH ADDENDUM/I JUNE 1998);CITY OF BOZEMAN MODIFICATIONS
EXISTING
AND FIRE LINE / TO MPW(WAY 1997 PATH ADDENDUM III FEB 19,98,ADDENDUM 12 MARCH 20DO
AND ADDENDUM�3 WAY 2001);AND THE CITY OF BOZEMAN FIRE SERVICE
LINE STANDARD(REVISED MARCH 7,2003)
2) -CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND
EXISTING CIRCULATING ND� /
/ PIPING'IS TO BE COMPLETED A SUBMITTED TO THE CITY OF BOZEMAN
8'WATER WAN ) / PRIOR TO THE FINAL ACTIVATION OF THE FIRE SERVICE UNE.
(6-'6 MINIMUM WRY
/ I TEE TEE(PLUGGED) BEND 3) NO CONNECTION IS TO BE MADE BETWEEN THE INTERIOR FIRE SPRINKLER
/ PIPING AND THE 4'OS&Y VALVE,UNTIL THE UNDERGROUND
AREAS(SOFT)FOR THRUST BLOCKING PORTION OF THE SYSTEM HAS BEEN ACCEPTED BY THE CITY OF BOZEMAN.
TEES&PLUGS 90'BEND 45'BEND&VhFS REDUCERS& 4) INTERIOR FIRE SPRINKLER SYSTEM SHALL BE PROVIDED.
FITTING 22N'BEND
J SIZES 5) NEW 4'FIRE SERVICE LINE SHALL BE CHLORINATED,PRESSURE TESTED
AREA H x B AREA H x 8 AREA H x B AREA H x 8
4 27 38 21 11 AND PASS BACTERIOLOGICAL TESTING AS PER MPW AND CITY a BOZEMAN
/ 6 5.6 7.9 4.3 2.2 REQUIREMENT&NEW 4'FIRE SERVICE LINE SHALL BE INSTALLED PATH NO
/ .
. 13.6 7.4 38 LESS COVER THIN!THAT OVER THE EXISTING WATER MAIN AND EVERY
8 9.6 136
/ . ATTEMPT SHOULD BE MADE TO OBTAIN THE MINIMUM REQUIREMENT OF
10' 14.5 ITT
6'-6'OF COVER.
1Y 20.5 29.0 15.7 80
/ 141 27.6 1 39.0 1 21.1 1 10.8
6) APPLICATIONS FOR THE NEW WATER SERVICE SHALL BE MADE AT qtt
(Cti' NOTES: OFFICES(35 N.ROUSE)PRIOR TO START OF CONSTRUCTION.
- 1)THIS TABLE BASED ON 200 PS MAIN PRESSURE 7) NO WORK IS TO BEGIN PRIOR TO RECEIVING WRITTEN APPROVAL BY THE
�- AND 2000 PST SOIL BEARING PRESSURE: UNDISTURBED NATIVE SOIL
2)WRAP ALL FITTINGS WITH POLYETHYLENE. CITY OF EDBYBOZEMAN AND THE COMPLETION OF A PRE CONSTRUCTION MEETING
3)THE BEARING SURFACE SHOULD BE PLACED AGAINST UNDISTURBED SOIL CONDUCTED BY THE ENGINEER.
3)THE BEARING SURFACE SHOULD BE PLACED AGAINST UNDISTURBED SOIL
8) CONTRACTOR SHALL PROVIDE AS-WILT OF NEW FIRE LINE TO ENGINEER.
ENGINEER SHALL PROVIDE AS BUILT TO CITY OF BOZEMAN.
9) ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PS.
1 THRUST pLOyFUF`M1i DUAL 10) FIRE SERVICE UNE WILL NOT BE TURNED ON UNTIL INSTALLATION
OF DOABLE CHECK VALVE ASSEMBLY IS COMPLETE.
C1 NO SCALE
11) MATERIAL SUBMITTALS SHALL BE SUBMITTED TO CITY Of BOZEMAN IYN DAYS
PRIOR TO PRE CONSTRUCTION MEETING(MINIMUM).
12) PROJECT REWIRES ADEQUATE ENGINEERING INSPECTION.
A SITE PLAN -UNDERGROUND . RECORD DOCUMENTS
MESS RECORD DOCUNENIS nAT[REFH PREPARED RASED
20'-0' a—A—
NC. nws NOT YEPoE[D ME A.w AND/w
couRTcrePEss a THEN N AON AND—NOT ENE
aESPaNsaE Eoa ANY Mw w OussoNs—NAr a
NWRPDRATED HIMaN AS A-1
4-08-04
104
102
FINISHED GRADENEW HOTMIX OUSTING ASPHALT 1 � TO NEW CLASS I SPRINKLER SYSTEM,
100 ASPHALT PATCH SEE 2/TP1 FOR CONTINUATION
TO MATCH EXISTING. 2'-0' �TAYPER SMTCH-POTTER OSYSU-2(BY SPRINKLER CONTRACTOR)
RISER 10 BE 2'-O'(MINIMUM) \ BY FIRE SPRINKLERI- --'I INSIDE FOUNDATION WALL 'I ` CONTRACTOR
98 �._ ® BY UTILITY
:.I CRAWL SPACE FLOOR MIN
I 6 OF _ I CONTRACTOR
96 FT COVER ABOVE LAYBACK TRENCH AS \
i COMPACT TO 95% TOP OF PIPE. REQUIRED O �� `4'MUELLER FLANGED OS&Y(BY UNDERGROUND CONTRACTOR)
RELATIVE DENSITY �L�
UNDER PAVEMENT
94 P WC711
MINIMUM RED R00,INSTALLED IN HALF
000°oo S°R o00�D o OF THE AVAILABLE M.J.FLANGE BOLT HOLES(TYPICAL)
92 J I Q � Sao
oa8o 0 04°o8oa Riona
a>m BACKFlLI&CONSOIJDAIE ^0.��'oa$ oo w ,
90 i �� To OF PIPE WITH SAND. °o'b
" ,.o, ' ¢ ONEPUNSS2E AS NOTED /
MIN.6'SAND 4'FIRE SERVICE BY UNDERGROUND CONTRACTOR) \
UNDERLAYMENT. { `THRUST BLOCKING,SEE 1/Cl
88
0 10 20 30 40 50 60 70 80 90 100
2 TIRE UNE PROFILE NEW FIRE UNE SECTION NEW FIRE RISER DETAIL
C7 NO SCALE
C1 NO SCALE
C1 NO SCALE
NOTICE APPROVALS & COORDINATION �cY°N F .,��.;.���� REVSIONS 00N^""
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prc a eoTruAN WATER DEFT. LIEN«usrON xoa-saz-22. oa p M 1 hn to BOIDAAN COMMENTS BOZEMAN MT. 59718 Br:D. HUGHES
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T ER¢zNc THRoxx�DOT `� ♦� Cw DMC INC. CONTRACT-
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2055 N.22ND AVE.,SUITE/4 sPRNN TEEN.No.:03080
AN— AIL iN ENaosuREs 2011 Norlh 22nd Avenue Suite $4 BOZEMAN.MT 59718 —T No:
FOR oar NONE AND OTHER T S Bozeman, MT 59718 406-585_5550
SYSTEM TYPE C1
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,ENT ll:T _fo®sprinklertechnologydesign.com UNDERGROUND
FIRE SERVICE PLAI,
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