HomeMy WebLinkAboutEast Side Office Building UNDERGROUND LEGEND
SYMBOL DESCRIPTION
EIISTWO 6'CIRCULATING OS3Y VALVE
RISER
WATER MAN 6'-6'MIN --- NEW UNDERGROUND FIRE LINE
COVER -— -'- D]STNG UNDERGROUND FIRE SERVICE ATER MAIN
00 TAPPING SLEEVE
♦ THRUST BLOCKING
-- CIE CUT IN FIELD
LION UNLESS OTHERWISE NOTED
EXISTING 6'CIRCULATING
TOE THREAD ONE END
WATER MAIN 6'-6'MIN - TBE THREAD BOTH ENDS _
COVER DOE GROOVE ONE END
GBE GROOVE BOTH ENDS
TAG THREAD B GRDOV£
OSRY OUTSIDE STEM A YOKE
/U W WITH
ON DOWN
FG FNAL GRADE
OSRY GATE VALVE-MUELLER MODEL P-2360-20 //lll 9Y 4 ARE ABOVE FINISHED FLOOR
8•HOLE THRU WALL,FILL TAMPER SWITCH-POTTER OSYSU-2 U! 9CTgq Cl
W/SILICONE MASTIC �(BY 9"WLER CONTRACTOR) ll/ • BY h
(2)36'MINIMUM REO ROD.(2 TOTAL)
UNDERGROUND NOTES
i TO NEW CUSS 1 SPRINKLER SYSTEM
') ANA
PUBLIC WORKS UNDERGROUND STANDARD SPECIFICATIONS, IN ACCORDANCE NTH T FIFTH EDITION MARCH 2003);CITY
=:
4• IRON FINE SERVICE BOZEMAN MODIFICATIONS TO MPW FIFTH EDITION;AND THE CITY OF
j) UTILITY
f/Clll BY UNUtt CONTRACTOR s �� /// BOZEMAN FIRE SERVICE LINE STANDARD(REVISED FEBRUARY 2,2004)
CALL I-80�424-5555 COATED STEEL WALL PLATE, •i /// /// 2) 'CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND
BffORE gGGING 5/16'MIN.THICKNESS BY U1L11Y BY FIRE SPRINKLER /// /// PIPING'IS TO BE COMPLETED AND SUBMITTED TO THE CITY OF BOZEMAN
CONTRACTOR CONTRACTOR /// PRIOR TO THE FINAL ACTIVATION OF THE FINE SERVICE UNE.
3) NO CONNECTION IS TO BE MADE BETWEEN ME INTERIOR FIRE SPRINKLER
Sff 1/CI NEW 1 BLOCKINGBLOCKINGPIPING AND THE 4'OSdY VALVE,UNTIL THE UNDERGROUND
h/ � `-�- PORTION OF THE SYSTEM HAS BEEN ACCEPTED BY THE CITY 6 BOZEMAN.
11Y MJ ELBOW AND HEW SECTION p1 AEI 4) INTERIOR ARE SPRINKLER SYSTEM SHALL BE FRONDED.
1HRUSi SLOG( TAP IN WATER MAN BY CITY OF BOZEMAN.(AT OWNER'S �I p�p� Ar W LIYIM . 5) NEW 4'FINE SERVICE LINE SHALL BE CHLORINATED,PRESSURE TESTED
EXPENSE
6-X4-TAPPING
TAPPINGG)VALVE ARE TO BE FURNISHED AND AND
INSTALLEDLBY C 1 NEW�FISM MIL REQUIREMENTS.NEW 4''AND PASS IFIRE SERVICE UNE SHALLCAL TESTING AS PER W AND CITY OF BE INSTALLED WITH NO
CONTRACTOR TWIN CITY OF BOZEMAN MAKING TAP C1 NO SCALE LESSATTE COVER THAN
SHOULD 6E AT OVERE To THEOBT EXIIN STING
HE MWATER MAIN
AND
MY
NEW 4'DOCTIE RON
NT OF
FIRE SERVICE BY
6'-6'OF COVER.
UNDERGROUND
CONTRACTOR SEE 2/CI 6) APPLICATIONS FOR THE NEW WATER SERVICE SHALL BE MADE AT CITY
OFFICES(35 N.ROUSE)PRIOR TO START OF CONSTRUCTION.
7) NO WORK IS TO BEGIN PRIOR TO RECEIVING WRITTEN APPROVAL BY THE
-- CITY OF BOZEMAN AND THE COMPLETION OF A PRE CONSTRUCTION MEETING
CONDUCTED BY THE ENGINEER.
CONTRAC
OR SHALL
/�p�\ PLAN
� A,' �p�p� /� �- 6) ENGNEERTSFALL PROVIDE VAS BOLT TO CITY OF BOZEMAN.OF NEW ARE UNE TO ENGINEER.
I L�rLM -UNDERGROUND / z 9) ALL FlTNNGS SULL HAVE A MINIMUM PRESSURE RATING OF III PS.
C1 1•=30'-0• O 10) ARE SERVICE LINE WILL NOT BE TURNED ON UNTIL INSTALLATION
OF DOUBLE CHECK VALVE ASSEMBLY IS COMPLETE
11) MATERIAL SUBMITTALS SHALL BE SUBMITTED TO CITY OF BOZEMAN TWO DAYS
PRIOR TO PRE CONSTRUCTION MEETING(MINIMUM).
12) PRO.ECT REQUIRES ADEQUATE ENGINEERING INSPECTION.
104
22%*M.J. RECORD DOCUMENTS
102 4•TAPPING VALVE
4•UNDERGROUND PRE CLAMP 9 T � ���eEEH �
WITH T5''DOC EAR'WASHERS
FINISHED WAX REDUCER DE9fi1.INC W 5 WT mh)tlFiD M AIXaR�CY
100 Illl Ipl �I IasP°X�r Fa wir[meow ax no�os ww�unr a
N�BDwA1FDIXpiE)M/AS�A REART.
198 �IIVi' M.J. GRAVEL Tj
8-L -W 9—
96 ISER TO BE I FOUNDATION(WALL )
(2)4V'MINIMUM RED RODS AT EACH CONNECTION
4'OIIC1lF ROM
94 RISER TO BE 1'-9' TEE TEE(PLUGGED) BEND
ABOVE BASEMENT FLOOR 92 /�\ pC L w�1C A■
OF BASEMENT ROOR
( 0 \FiFE DETAL AREAS(SQFT)FOR MUST BLOCKING
I y CI NO SCALE
i FITTNG TEES k PLUGS 90'BEND W BEND h WYES ��S� MIN 6'-6'OF
• a L1' Y SIZES AREA H x B AREA H x B AREA H x B AREA H x B COMPACT TO 95% COVER ABOVE UYBACK TRENCH AS
90 i 4 27 38 21 1.1 RELATIVE DENSITY TOP OF PIPE REOIRED
6 5.6 7.9 4.3 2.2
~ 8• 9.6. 13.6 7.4 3.8
88 10' 14.5 20.5 11.1 5.7
0 10 20 30 40 50 80 70 80
12' 20.5 29.0 15.7 0.8 0°
14 27.6 21
39.0 21.1 108
NOTE:BE ADVISED THAT IF LESS THAN 6%FEET OF COVER OVER THE SERVICE LINE IS OBTAINABLE,THE UNE WILL HAVE TO BE INSULATED. NOTES; 8oBFP oO4p DOMESTIC(SHOWN FOR
1)THIS TABLE BASED ON 200 PS MAN PRESSURE BACKFILL A CONSOl1DAlE °o�pOQ�°d0$°°°040�oo,;oy ° REFERANCE ONLY)
AND 2000 PS-SOIL BEARING PRESSURE: TO I?OF PIPE WITH SURD. °o"°'b o °ogo °bq°o
2)WRAP ALL FITTINGS WITH POLYETHYLENE. UNDISTURBED NATIVE SOIL FIRE LINE SZE AS NOTED� 3)THE BEARING SURFACE SHOULD BE PLACED AGAINST UNDISTURBED SOIL PLANS SAND
% S
I ' 1 ARE UNE PROFILE UNDERRLAYMEENT.
C1 NO SCALE
THRUST BLOCKING DETAIL r2-'�NEW FIRE UNE SECTION
CT NO SCALE
NOTICE ENGINEER APPROVALS & COORDINATION Cl NO SCALE REVISIONS O4 ""` NA : , 8'=1'-0•
`VON 6
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Bozeman, MT 59718
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