HomeMy WebLinkAboutBozeman Fire Station #2 Fire Line UNDERGROUND LEGEND
SYMBOL DESCRIPTION
OSkY VALVE
RISER
NEW UNDERGROUND FIRE LINE
EXISTING UNDERGROUND FIRE SERVICE ATER MAIN
I TAPPING VALVE
I EASING CIRCULATING = CIF CUT N FIELD
8'WATER MAN 4'N.J. LOW UNLESS OTHERMSE NOTED
�(6'-6'MINIMUM BURY) 90'BEND TOE THREAD ONE END _ --
I THRUST BLOCKING NOT 1BE THREAD BOTH ENDS
(- - - ---- - r - - - - - - - - - - - -- - - -.-.-, -._.-._ SHOWN FOR CLARITY.
ODE GROOVE ONE END
GBE GROOVE BOTH EWES
4'M.J.
TkG THREAD k GROOVE
I K 22.5'BEND Os&Y OUTSIDE STEIN k YOKE
`DUSTING HYDRANT W NTH
I� I FG DOVIIN
FINAL GRADE
� EXISTING CIRCULATING
AFF ABOVE FINISHED FLOOR
16'WATER MAIN
I (C-6'NNNLIY BURY) u,�D TO FTE SPRINKLER RISER J
I
I NEW 4'FIRE SERVICE 9
EXISTING G GAS ELECTRICAL SEIMCE (V-6 MIHMI111 BUR REDUCER UNDERGROUND NOTES
w NEW THRUST BLOCKING,SEE 1/Cl B
2'-0'YIN.CLEARANCE FROM I� 1) ALL UNDERGROUND PIPE IS TO BE INSTALLED IN ACCORDANCE WITH MONTANA
I -- ANY OUTSIDE WALL-ALL PUBLIC WORKS STANDARD SPECIFICATIONS,FIFTH EDITION(MARCH 2O03);CITY
DIRECTIONS FOR NEW PASS _ OF BOZEMAN MODIFICATIONS 10 MPW FIFTH EDITION;AND THE qtt OF
I I ONE SPRkNKLER SYSTEM,SEE _ u: B02FMAN FIRE SERVICE LINE STANDARD(REVISED FEBRUARY 2.2004)
EXISTING SE"SERVICE I DETAIL 4/C1 _ -- PROVIDE 18'MN.CLEARANCE
I BETWEEN PIPE AT POINT OF 2) 'CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND
(VERIFY LOCATION) CROSSING PIPING'IS TO BE COMPLETED AND SUBMITTED TO THE CITY OF BOZEMAN
\ / PRIOR TO THE FINAL ACTIVATION OF THE FIRE SERVICE LINE
NEW 4'FIRE SERVICE—� - FULLY INKG FILED DUSTING SEWER SERVICE
BUILDING
I D 3) NO CONNECTION IS TO BE MADE BETWEEN THE INTERIOR FIRE SPRINKLER
BY UTILITY CONTRACTOR -- (DEPTH UNKNOWN)
(6'-T6 MINIMUM BURY) // --- TEE TEE(PLUGGED) BEND PING AND THE 4'OTEM VALVE,UNTIL THE UNDERGROUND
3 CU1 8 PA1CI1 ASPHALT) 1 �' _- - PORTION OF THE SYSTEM HAS BEEN ACCEPTED BY THE CITY OF BOZEMAN.
DRIVEWAY,SEE 3/C1 TO EXISTING MAIN - AREAS(SOFT)FOR THRUST BLOD NG 4) NTERIM FIRE WF NKLER SYSTEM SHALL BE PROVIDED.
Ct i EXISTING DOMESTIC (� TEES k PLUGS 90'BETA 45'BEND k WYES S k 5 NEW 4'FIRE SERVICE LINE SHALL BE CHLORINATED,PRESSURE TESTED
VALVE BOX / EfOS7111G DOMESTIC WAILS SERVICE(VERIFY LOCATION) 91FSG AREA H z B AREA H z B AREA H z B ARE D9 ) AND PASS BACTERIOLOGICAL TESTING AS PER MPW AND CITY OF BOZEMAN
EXISTING DEAD-END n UNDERGROUND PIPE CROSSING DETAIL 4 27 3.8 2.1 1.1 LESS COVER T NEW 4'FIRE SERVICE UNE SHALL R MAIN
AND NTH NO
LESS COVER THAN THAT OVER THE EXISTING WATER NNN AND EVERY
8'WATER MAIN k VALVE, C1 NO SCALE 6 5.6 7.9 4.3 22 ATTEMPT SHOULD BE MADE TO OBTAIN THE MNWNM REQUIREMENT OF
------.--- TI. (6--6'MUM BURY) VERIFY FY EXACT LOCATION OF WATER 8' 9.6. 13.6 7.4 18 6'-6'OF COVER.
EXISTING HYDRANT MAIN 10' 14.5 20.5 11.1 5.7
QOSIING CIRCULATNG I to 12' 20.5 29.0 157 8.0 6) APPLICATIONS FOR THE NEW WATER SERVICE SHALL BE MADE AT CITY
I6'WATER MAIN TM N WRIER MAIN BY CITY OF BOZEMAN. 14 27.6 39.0 21.1 I. OFFICES(35 N.ROUSE)PRIOR TO START OF CONSTRUCTION.
(6'-6'MNIMUM BURY) (AT OWNER'S EXPENSE) NOTES
CONNECT NEW 4'FIRE SERVICE TO EXISTING 6' 7) CI WORK IS TO BEAN PRIOR O RECEIVING O WA PEEN APPROVAL BY THE
1)THIS TABLE BASED ON 200 P9 MAN PRESSURE CITY OF BOZEMAN AND THE COMPLETION ff A PRE CONSTRUCTION MEETING
WATER LINE WITH 6'z4'TAPPING SADDLE- AND 2000 PSF SOIL BEARING PRESSURE:
MUELLER H-615.PROVIDE 4'MUELLER GATE NOTES: UNDISTURBED NATIVE SOIL CONDUCTED BY THE ENGINEER.
WRAP ALL FITTINGS WITH POLYEPHYLENE.
VALVE-MODEL H-699 W/VALVE BOX -VERFY LOCATION OF LAWN SPRINKLER SYSTEM,SHRUBS AND TREES 3)THE BEARING SURFACE SHOULD BE PLACED AGAINST UNDISTURBED SOIL 8) CONTRACTOR SHALL PROVIDE AS-BUILT OF NEW FIRE UNE TO ENGNEER.
(PROTECT EXISTING,REPLACE E REQUIRED).
ENGINEER SHALL PROVIDE AS BUILT TO qtt OF BOZEMAN.
-REPLACE SOD AS REQUIRED.
-BACKFILL NCI PROVIDE STEEL PLATES OVER TRENCH IN DRIVEWAY 9) ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING CO 175 PS.
AFTER CONSTRUCTION HOURS TO ALLOW FOR TRANSPORTING OF TRUCKS
10) FIRE SERVICE LINE WILL NOT BE TURNED ON UNIX INSTALLATION
nTHRUST BLOCKING DETAIL OF DOUBLE CHECK VALVE ASSEMBLY IS COMPLETE
C7 NO SCALE 11) MATERIAL SUBMITTALS SHALL BE SUBMITTED TO CITY OF BOZEMAN TWO DAYS
�+rrE PLAN
� NDERIIGRO � PRIOR TO PRE CONSTRUCTION MEETING(MINIMUM}
Cl 1711 G f ' -VIrIJCflV7lWND . 12) PROJECT REQUIRES ADEQUATE ENGINEERING INSPECTION.
TO NEW CLASS I SPRIMQER SYSI}L,H BO.IE: DUSTING SPRBLO.ER CONTROL BOX
_ TAMPER SWITCH-POTTER OSYSU-2 BY FIRE SPRINKLER EXACT FOOTING CONFIGURATION IS
704 _ V _ UMOIONN.CONTRACTOR 1O VERIFY(BY SPRIMQER CONTRACTOR) CONTRACTOR
2'-O. RISER TO BE 2'-O'(MIMMUM) ❑O BY UTILITY
INSIDE FOUNDATION WALL
CONTRACTOR
102 - EXISTING EXTERIOR WALLOSkY GATE VALVE-MUELLER YODEL P-2360-20 �4'FIRE SERVICE BY UNDERGRO ND CONTRACTOR EXISTING WALL
/ 8'HOE TIM FLOOR, DUSTING DUSTING SHRUB
ANIM GRADE !—TOP OF FINISHED FLOOR CONCRETE\ FILL W SILICONE MASTC. CONCRETE NEW 4'RISER
100
o. �nl �
DRILL HOLE 6'DEEP INEXISTNG CONCRETE
FOR 1'-0'OF A REBAR AT 16'ON
1n CENTER AROND PERIMETER OF AREA TO
BE PATCHED EPDXY REBAR TO EXISTING
95
EXISTING ASPHALT DRIVEWAY �NEW H01 MIX ASPHALT PATCH �DUSTING ASPHALT DRIVEWAY
� 4'DUCTILE IRON
LIN81lMl REq ROD,INSTALLED N HALF AREA TO SAW(UT N EXISTING
�OF THE AVAILABLE M.,L FLANGE BOLT HOLES.(TYPICAL) STORAGE ROOM FLOOR.
HDIEK
92 le YIN 6'-6'OF
COVER A80VE LAYBACK T2M AS
<#-i �(p( J FILLNT AS QURED TOP OF PIPE. REQUIRED
83 - � MIRE��',z a, RECORD DOCUMENTS
°°e-.000
r"ESE aEwao oawadTs aAVc eEtn aaevAam ansm
°000w o.% tAo THRUST BLOCKING,SEE 1/p of a Nca'ums �voe�cu cr u�o/ae
° 4io °90 - awcivcss of Tas asOra AT Aa0 a A a0r eE
0 10 20 30 40 50 80 70 80 90 100 110 120 130 °$ 6b So r•t..,
aEsvaamaE rw Axr E9POe oR 0u®orrs wza aAr eE
NOTE Bo�P
BE ADVISED THAT IF LESS THAN 6% BACKRLL k CONSOIDAIE °�o°°�vg°o o$"`A ooS''o ro ixw"sau[TLm xwu1/tAs�A�su�r.
FEET OF COVER OVER ME SERVICE LINE TO TOP OF PPE NTH SAND. o°o o° °04° °�a°o° FIRE UNE SZE AS NOTED T16-04
IS OBTAINABLE THE LIRE WILL HAVE TO PLAN
ON PLANS
BE INSULATED.
MIN.6'SANS �I L\/L\
UNDFRLAYLE.NT.
2 RRE UNE PROFLE 3 NEW FIRE LINE SECTION + NEW FIRE RISER DETAIL
C1 NO SCALE C1 NO SCALE Cl NO SCALE
NOTICE APPROVALS&COORDINATION HYDRAULIC DESIGN DATA SPRINKLER HEADS .ION REVISIONS
Sprinkler BOZEMAN FIRE STAMEN n
oar unox ooaTAcr r"Drc HAtAao Oussa:ATM SnIEN Aau: 94 n. MMAAAcp YcoE1 TYPE 5M F5119i QaF1fE oaOP OAaaPr Tor srxaDL wA"nTv GT as DATE OESC TM, (UNDERGROUND) o r k
IT a na:owPLTes aE�DasErutt an a eomLw raTEa DLrr. ,aaa AlSION we-sat-sam HYDRAUIC DEY4N DATA: a+./so.rr. s¢FT./rD.aAz p z 410 SOUTH 191H AVE oRAwi er. L. QUALM
ro weOPnE Aoc°oAr " T To AWA of APPIPCATM. sn rr. aosE ALLDIa ow cA i WliiLOl
BOZEMAN,MT 59715
HUGHES
vaEwNT fa¢LPO npaunauT y a+Eczm aw D.02-04
W` v �aaEO snTEY d maTaAtt■m w 6-02-04
L �! c�ti Des*n, Inn BOZEMAN FIRE DEPARTMENT TMACT xa:
I'm O AIM M n1IX suREST.M OPY AT M AT � 0 SPlaxa TECH.rw.:04133
ran oar rrc AIM°T"rn rws 2011 North 22 n, Avenue Suite /J4 P.O.BOX 9771
SYSTEM TYPE WATER SUPPLY INFORMATION BOZEMAN,MT ssrn-123o 5"LET aa:
a vALVET cwTanro WATEa SMOG M. M Bozeman, MT 59'718
TD � �% Phone 406-582-1936 Fax 406-585-8332
AL WET �� aTni Tau onw«c Email infogsprinklertechnologydesign.corn UNOERGROUN0 SITE PLAN AND DETAILS
KEN aY:M TEST TA AT: DATE TOTAL TOTAL