HomeMy WebLinkAboutHultman Motel Fire Line �\ UNDERGROUND LEGEND
E SYMBOL 0S3Y VALVE DESCRIPTION
-� EXISTING CIRCULATING RISER
WATER MAIN
\ (6'-6'MINIMUM BURY) NEW SAW CUT _AND REPLACE _. -_ _ UNDERGROUND FIRE U E
ASPHALT AS REWIRED SAW EXISTING UNDERGRgRA FARE SERVICE/WATER MAIN00 _
\\ THRUST BLOCKING.SEE 1/Cl = TAPING VALVE
CIF OUT IN FA111
NEW 4'OUCTILE IRON UON UNLESS OTHERWISE NOTED
FIRE SERVICE BY UT0.1tt �IN WATER MAN BY CITY OF BOZEMAN. CALL 1-800-424-5555 TOE THREAD ONE END _
CONTRACTOR(6'-6- (AT OWNER'S EXPE)ISE) BffORE DIGGING TLE TREAD BOTH ENDS _
MINIMUM BURY) \ CONNECT NEW 4'FIRE SERVICE TO EXISTING 8' GOE GROOVE ONE END
-� WATER LANE WITH 8'x4'TAPPING SAME- GEE GROOVE BOTH ENDS
- MUELLER H-615,PROVIDE 4'MUFIEER GATE TAG THREAD 4 GROOVE
VALVE-MODEL H-699 W/VALVE BOX OS3Y OUTSIDE STEM A:YOKE _
CURB BOX
\ WDN WITH
DOWN
Y DOMESTIC WATER SERVICE \ FG FINAL GRADE
2'-0'MIN.CLEARANCE FROM !'�\ ci \ _ AFF ABOVE FINISHED FLOOR
ANY OUTSIDE WALL-ALL ik
DIRECTIONS FOR NEW CLASS ®.. \
ONE
OUTAIL SPRINKLER SYSTEM.SEE i THRUST BLOCKNG,SEE 1/CI
�> \ UNDERGROUND NOTES
SEE 4/CI FOR ° F \\ BOU�R
ENLARGED AECH ROOK
1) ALL UNDERGROUND PIPE IS TO BE INSTALLED IN ACCORDANCE WITH MONTANA
PUBLIC WORKS STANDARD SPECIFICATKJNS,FIFTH EDITION(MARCH 2O03);CITY
q
OF BOZEMAN MODIFICATIONS TO MPW FIFTH EDITION;AND THE CITY OF
r.1 �: 70. ir' \( •'•c \ \ �; BOZEMAN FIRE SERVICE LINE STANDARD(REVISED FEBRUARY 2,2004)
OUND
- \\ 2) •�NG'IS TOSBEATERIAL AND TEST CERTIFICATE F COMFLETED AND SUBMITTED TO THE CITY OOR F 80ZEMAN
PRIOR TO THE FINAL ACTIVATION OF THE FIRE SERVICE LANE
t4_ / J) NO CONNECTION IS TO BE MADE BETWEEN 7FIE INTERIOR FINE SPRINKLER
FF
TEE LEE(PLUGGED) SEEING PIPING AND THE 4'OS&Y VALVE.UNTIL THE UNDERGROUND
1`•-/� PORTION OF THE SYSTEM HAS BEEN ACCEPTED BY THE CITY OF BOZFMAN.
/ \ AREAS(SOFT)FOR THRUST BLOCKING 4) NTERIOR FIRE SPRINKLER SYSTEM SHALL BE PROVIDED.
W { Fl
SI S T11NG AREA H:B TEES A:PLUGS 90'BEND 45'BEND 8;WYES AREA :B AREA x B AREAH x B Ryg $ S) NEW 4'FIRE SERVICE LINE SHALL BE CHLORINATED,PRESSURE TESTED
ZE AND PASS BACTERIOLOGICAL TESTING AS PER MPW AND CITY OF BOZEMAN
-• i^7 y� / �\ \�. MAN AND EVERY
6 5.6 7.9 4.3 22
REOU 4 REYENTS.NEW 4'FIRE SERVICE ONE SHALL
LL BE INSTALLED M STAl1TH NO
4 27 7.. 21 LESS COVER THAN THAT OVER THE EXISTING 1.1 ATTEMPT SHOULD BE MADE TO OBTAIN THE MINIMUM RE(UREMENT OF
9.6. 13.6 7.4 3.8 6'-6'OF COVER.
10 14.5 20.5 11.1 5.7
12' 20.5 29.0 15.7 8.0 6) APPLICATIONS FOR THE NEW WATER SERVICE SHALL BE MADE AT CITY
14 27.6 39.0 21.1 10.8 OFFICES(35 N.ROUSE)PRIOR TO START OF CONSTRUCTION.
NOTES: 7) NO WORK IS TO BEGIN PRIOR TO RECEIVING WRITTEN APPROVAL BY THE
- \ 1)THIS TABLE BASED ON 200 PSI MAN PRESSURE CITY OF BOZEMAN AND THE COMPLETION OF A PRE CONSTRUCTION MEETING
AND 20DO PSF SOIL BEARING PRESSURE: UNDISTURBED NATIVE SOIL CONDUCTED BY THE ENGINEER.
2)WRAP ALL FITTINGS NTH POLYETHYLENE
3)THE BEARING SURFACE SHOULD BE PLACED AGAINST UNDISTURBED SOIL 8) CONTRACTOR SHALL PROVIDE AS-BUNT OF NEW FIRE LINE TO ENGINEER.
DOEER SHALL PROVIDE AS BUILT TO CITY OF BOZEMAN.
9) ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI.
\ ?z 10) FIRE SERVICE LINE WILL NOT BE TURNED ON UNTIL INSTALLATION
TFRW BLOCKING DETAIL OF DOUBLE aEaR VALVE ASSEMBLY IS COMPLETE.
srrE PLAN-UNDERGROUND NO SCALE
11) MATERIAL SUBLUTrALS SHALL BE SUBMITTED TO CITY OF BOZEMAN TWO DAYS
OPRIOR TO PRE coNSTRucTIGN NEF7NG(MINIMUM).rA 1•:30'_O• • 12) PROJECT REM-S ADEWATE ENGINEERING WSPECTION.
RECORD DOCUMENTS
THESE RECORD WI]1H HATE BEEN PREPARED BASED
a xRmRUA,na PRO\VFD rR OTRERS mRwDm xOAIODOY
DESOR.— HAS NOT IEMFm THE ACCURACY AND/DR
CO/PIE1pF55 OF THIS INFOIYATIOI AND SHALL HOT BE
RESPORgBLE FOR MY ERROR OR 01xs9O19 wEpR WAY BE
INCORPORARD HEREIN AS A RESULT.
104
102 -
FINISHED,GRADE --
100 —
98 -
=-
NEW Hotulx
ASPHALT PATCH •� OSRY GATE VALVE-MUELIER MODEL P-2360-20
TO MATCH EXISTING. DaSTWRG ASPHALT
PER SWATCH-POTTER HOLE TRU WALL,FILL (BAY
'A'/SWUCCNE MASTIC. SPRINSPRINKLERCONTRACTOR) -2
8'
94 .4'DUCIWE OR TL'YNMYl1N REAM R00,INSTALLED N HALF ._PSI
-_{ NOiE OF THE AVAILABLE M.J.FLANGE BOLT HOLES.(TYPICAL) ^\
b _ L- 31
MN W-6'OF COATED STEEL WALL PLATE. 1-0• TO NEW LASS I SPRINGER SYSTEM 6 \ /
92 o __.. COMPACT TO 95% TOP OFCOVER APIPE. REQUIREDuK TRENCH AS 5/16'MIN.TFIGOESS e. OQyy / NEW 2'RISER
RELATIVE DENSITY =RI
I5 sz1 3 8 TOP OF FIISFIED FLOOQ- - ------ _ UNDER PAVa"T f
90 W; �v� Y ` 4'FIRE BY UTILITY CONTRACTOR s �c O
w Y o°o$°o $o go°O BY UTILITY BY FIRE SPRINKLER
C� o�O CONTRACTOR CONTRACTOR
0 10 20 30 40 SO 60 70 Bo 90 100 110 120 130 o uBP�o°�$o$o�b DOMESTIC
N9]E� BACKFlLL A:CONSOLIDATE op_ °o°oo4°O°q°o8 a
BE ADVISED THAT F LESS THAN 6% TO OF PIPE WITH SAND. ��''oo''XX o FIRE LINE 9ff AS NOTED
FEET OF COVER OVER THE SERVICE lNE
IS OBTAINABLE.THE LINE WALL HAVE TO MIN.6'SAND ON GLANS
BE INSULATED. UNDERLAYAEIMT SECTM FILM
L AEF O
SEC TM M\ �L./11� .
2 FIRE LINE PROFLE 3 NEW FIRE UNE SECTION + NEW FINE RISER DETAIL
C1 NO SCALE C1 NO SCALE C1 NO SCALE _-- __
mRTTucr RAT_ SCALL
NOTICE APPROVALS & COORDINATION Gq ION ____!__1-7 REVISIONS NULTMAN MOTEL
aROAAunav co PHIX.£ F GT S er w. DATE nEsaePnoH UNDERGROUND
Ir IS THE owRERs RESPo"selutt crrr ai TnzETxAR wATETR DEFT. JOHN ALSTON Aoe-sez-3zco O 'Z ORAWN Br.
TO PROVIDE ADEOUATE HEAT To a i W1E.L A.O��y
rwEwTr orEEDHc rrnouaaur � �EVE � cDHTRAcr wTH. BOZEMAN, MONTANA DATE M ovABn Tn:D. HUGHES
w:T PRE spgHA __ Design, Cac.
AREAS AND H vR _ws �! Sty vv+�+a vv H0 NK MOREL SCONTRACTTV NO.:
+
FOR DRY PIPE AND oTHEx—S O
O< —As cD MCoHc RATER SYSTEM TYPE 201 I North ozeman, MT 59718uite #4 BOZEMAN,
NAQES DRIVE SPRRAT TEw.xD.:03070.01
B02FMAN,MONTANA SHEET NO_
s as To sP ,ER ssTEus Phone 406-582-1936 Fax 406-585-8332 C1
m
o Email info@sprinklerteehnologydesign.co UNDERGROUND SITE PLAN AND DETAILS