HomeMy WebLinkAboutLittle John's Bar UNDERGROUND LEGEND
SYMBOLI DESCRIPTION
74 OSkr VALVE
RISEN
NEW INDERCROCND FIRE UNE
- -'- EXISTING UNDERGROUND FIRE SERVICE/WATER MAN
00 TAPPING SLEEVE
x OF CUT IN FIELD
LION UNESS OTHERWISE NOTED
TOE THREAD ONE END
TBE THREAD BOTH ENDS
DOE GROOVE ONE END
PARKING LOT GBE GROOVE BOTH ENDS
TkG THREAD k GROOVE
OSkr OUTSIDE STEM It YOKE
W NTH
ON DOWN
FG FINAL GRADE
_- AFF ABOVE FINISHED FLOOR
2'-V MIN CLEARANCE 9
FROM ANY OUTSIDE - REDUCER UNDERGROUND NOTES
NEW THRUST)LOOKING.SEE 1/Cl WALL-ALL DIRECTIONS B
FOR NEW CLASS ONE SPRINKLER SYSTEM
SEE DETAIL 4/CI 1) ALL UNDERGROUND PIPE IS TO BE INSTALLED IN ACCORDANCE WITH MONTANA
PUBLIC WORKS STANDARD SPECIFICATIONS.FIFTH EDITION;CITY OF BOZEMAN
MODIFICATIONS TO MPW FIFTH ELATION;AND THE CITY OF BOZEMAN FIRE
I ----_ - .- SERVICE LINE STANDARD(REVISED MARCH 7,2003)
4'SOLID SLEEVE
-\
i
EXISTING,
ASPHALT 3/ AND CONCRETE 10 YAIGIi
REPLACE
SEE 3/CI SIDEWALK I 2) NCO ING'ITLXYS MATERIAL AND TEST CERTIFICATE FOR LAITY OF BOZEMAN
PIPING'S 70 BE COMPLETED AND SUBMITTED 10 THE CITY OF BOZLIIAR
- L _ _ UND
PRIOR TO THE FINAL ACTIVATION OF THE FIRE SERVICE LIE.
_ _ _ _ _ _ _ _ _ _ .-.-.-\ —_-.- __-.-.-.-_-.-_-_-._. W
- - -----.- NEW 4'FIRE SEANCE 4x4 TAPPING VALVE `DOSTXIG CIRCULATING Z 3) NO CONNECTION ANDBETWEEN HE 4 O Y BE MADE NTILT THE NTOR FIRE SPRINKLER
UNDERGROUND
BY UTILITY CONTRACTOR AND ROAD BOX 4'WATER MAIN ASPEN i W TEE TEE(PLUGGED) BEND PORTION OF THE SYSTEM HAS BEEN ACCEPTED OF BOZDIAR.
(6'-6,MINIMUM BURY) i >Q
AREAS(SOFT)FOR THRUST BLOCKING 4) INTERIOR FIRE SWtIPM SYSTEM SHALL BE PROVIDED.
IIEW I F=- TITS k PLUGS 90'BEND 45'BEND k WYES REDUCERS k 5) NEW 4•FIRE SERVICE LINE SHALL BE CHLORINATED.PREMIRE TESTED
TAP IN WATER MAN BY CITY OF BOZEMAN. FITH G 22W BEND MID PASS BACTERKX_OGICAI TESTING AS PER MPW AND CITY OF DOZENAN
NMI
(AT OWNER'S EXPENSE) i SIZES AREA H:8 AREA H x B AREA H x B AREA H x B REQUREMENTS NEW 4'FIRE SERVICE UNE SHALL BE INSTALLED WITH NO
VERIFY EXACT LOCATION a WATER CONNECT NEW 4•FIRE SERVICE TO { 27 3.8 2., 1.1 LESS COVER L THAN E MA OVER THE EXISTING THE
WATER MAIN AND EVERY
MAIN EXISTING 4'FIRE LINE WNH 4'x4•TAPPING I 6 5.6 7.9 C3 22 ATTEMPT SHOIND BE MADE 10 OBTAIN 7HE MINIMUM REQUIREMENT OF
SADDLE APPROX.19'-0'FROM LOT NNE. 8 9.6. 136 7.4 38 6-6.OF COVER.
PROVIDE 4'MUELUER GATE VALVE- 10' 14.5 20.5 11.1 5.7
MODEL P-2360-20 W/VALVE BOX if 20.5 29.0 151 BO 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
I)THIS TABLE BASED ON 200 PSI MAIN PRESSURE 00 OF BOZEMAN AND THE COMPLETION OF A PRE CONSTRUCTION MEETING
�Sn PLAN
_UNDERGROUND
. AND 2000 PSF SOIL BEARING PRESSURE: UNDISTURBED NATIVE SOIL CONDUCTED BY THE ENGINEER.
A rLIV� I�Iy 2)MAP ALL FITTINGS IWTH POLYETHYLENE.
FP1 1•a 30'-0• 3)THE BEARING SURFACE SHOULD BE PLACED AGAINST UNDISTURBED SOIL 8) CONTRACTOR SHALL PROVIDE AS-BUILT OF NEW FIRE LINE TO ENGINEER.
3)THE BEARING SURFACE SHOULD BE PLACED AGAINST UNDISTURBED SOIL ENGINEER SHALL PROVIDE AS BUILT TO CITY OF BOZEMAN.
9) ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI.
10) FIRE SERVICE LINE WILL NOT BE TURNED ON UNTIL INSTALLATION
OF DOABLE CHECK VALVE ASSEMBLY IS COMIUM
THRLW BLOCKING DETAIL
NO SCALE II) MATERIAL SUBMITIALS SHALL BE PRIOR TO PRE CONSTRUCTION MEETING�TO CITY
OF BOZEMAN 1W0 DAYS
(MINIMUM).
12) PROECT REQUIRES ADEQUATE ENGINEERING INSPECTION.
TO NEW CLASS 1 SPRINKLER SYSTEM
BY FIRE SPRINKLER I T ITCH-POTTER OSYSII-2
104 RISER TO HE Y'-0'(I1111II CONTRACTOR` J(BY CONTRACTOR),_D• N9DE fQUN YM WALL CONTRACTOR
unuTY I LnJ
toe CONTRACTOR
EXISTING NEW
/—FINISHED GRADE _ fYN19ED FLOOR CONCRETE CONOIEEE -i 4' BY 1N017NR011MI1 CONTRACTOR7•_2�•
100 -
-
EXISTING HOLE SAW CUT---
IN
98 - - - __ - CONCRETE FLOOR
�. - - --_ _ EXISTING WALL
S _ - _ NEW HOOT IX EXISTING ASPHALT
13'-2'
ASP
TO MATCH EXISTING. 8r HOLE THRU FLOOR,
94 FILL W/SNI00NE MASTIC.
-4 DUCTILE IRON
J 1 I ti'MINIMUM AFDI ROD,INSTALLEDIN HALF NEW 4'RISER J
MIN 6'-6.OF OF THE AVAILABLE 11.1 FLANGE BOLT HOLES.(TYPICAL)
92 COVER ABOVE UIEACK TRENCH AS EXISTING WALL
COMPACT TO 95% TOP OF PPE REQUIRED
RELATIVE DENSITY
gp S �. UNDER PAVEMENT �� � j
i, ° THRUST BLaOGING SEE 1/CI
85 o 10 20 30 40 50 190 70 oQ° dd ° ,;.,A PLAN
°b�°�"^000°;�404°o gib=
BE ADVISED THAT IF LESS THAN 6% T0�OF PIPE SAID. 048o e's "0°4°� a°o • BQg;
FEET OF COVER OVER THE SERVICE LINE IRE LINE SIZE AS NOTED EXACT FOOTING CONFIGRATION IS p�� � /may
IS OBTAINABLE,THE LINE WILL HAVE TO ON PLANS UNKNOWN.CONTRACTOR 70 VEAIFY. SECTION RECORD DOCUMENTS
BE INSULATED. MIN.6*SAND N NEwnD—.—B PREPARED BASED
UNDERLAYMENT. ON EETxTNATxN NI°.RD.ORns 9TSEDIA 1rCNNO,.M
p C ALE PROF
E 3 NEW 19RE LINE SECTON + NEW FINE RISER DUAL DEeDN.NG HAs HDr ILA A THE ANID SHA AND/ON
2 f ERG UNTIE r f7lA TILE m'css"DR my°r nos ERROR OR ON ,ON sruu N°r Bc
C7 NO SCALE Ct NO SCALE �NWRPDRATED IEI�I As A CNN„wv BE
a No SCALE 4 23 04
NOTICE APPROVALS& COORDINATION HYDRAULIC DESIGN DATA SPRINKLER HEADS G'ION 8� Sprinkler REVISIONS CONTRACT"""E �'E - -
an°NaATTON CONTACT FINITE HAZARD C ASSWAi . SYSTEM ARM sa rT. wNUEACTIRFR NOOET. THE SIT rTrTa ORi1L[ DROP DM1DPr Top sro WW w 11 O N0. DATE DESCRIPTION LITRE W.AS BAR
TeC�lr101O$� s1s W.ASPEN
rt a rHE OrNms REyvONsautt �'�� MTnpRy, eoTrTN+T r1tE rvava DIrEc NEDANTD (4oe)SBP-2m HYDRAI.VC DESIGN DATA aN/sD.rt. S0.rr.ATo.NAx O x BOZEMAN,MT 59715 CR OIG ar: R. HUGHST
ro PROVIDE ADEQUATE NEAT ro AREA OF ANilOT110N sO.rT. HOSE A41DR. °A °T C1E°aD m:D. HUGHES
a ( y QI TTyyII CONTRACr WTH: DATE: 03 17 04
PRErETNT m¢aND TTNTau T ! �d.I a`� Design iJLLCB KEN REISER CONTRACT NO.:
w[r PpE sPwNIBEN srsTOl ,
AREAS AND N E/TRDARFS av AT PSI AT d .9 ASPEN PUU LLG ssONN 101 NCI.:04108
TOTAL SYSTEM RMIREMLNI�:FOR DRr POE AID oncx rvPEs V., SYSTEM TYPE WA SUPPLY INFORMATION 2011 North 2 an, Avenue Suite �/4 515 W.ASPEN sxFEr :
FO My I cMID OTHE rrArER �`�:�'�� sTA� PSI Bozeman. MT 59718 BOZEMAN,MT 59715
vR+Pv& ro sPRNiaER sr"TER TrEr ��CSSIv x PIN■TH ow nolRa Phone 4L6-582-1936 Fax 406-585-8332 UNDERGROUND DETAILS Cl
Email in:o®sprinklertechnologydesign.com
�. TEST TAKEN AT: BY: DAIS: 1OTAL 1rITK
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