HomeMy WebLinkAboutGallatin Court House Fire Service Line Oct
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NOTE
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CLEARANU ON 6' le,
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YAM TO CAP (
EXST 1-t/2'UNE AND
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A1fll 4'Lod EX51 2' - e
EXST" SrK CURB --- —r EXST. 1 1/2' W.S 1 u. -
SENVILS STOP TO BE S"T41EV ! Tn
CtA"WM 66 V '1 3 To EXsr 2'By �.• New 1• FvrveE /� a k R
E,ST t 1/2'SEROM BL90[ I 1e'-{' _ `y // m ,3, onWRs
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TE STOP At E75t Ill'WIN L� 1�LWE BTU tti'cD 1Z'
CONTRACTOR TO EXPOSE EXST. B OVsTSLOIa of WAtrl. e
5' MAIN, WSTALL 6'X4' TA➢PN1i NIEW 41 FIRE (.'
'Et AND i TAPPING VALVE SERNOE L4! w�i[P '/5(RYICE GSM
< OB TO MAKE LIVE TAP .;• FJc51 A'G RLY1tiW� -
fXSI I•SERVICE
y C007 WIUSE MKOING CAMEO
4E, 311 W MAIN 6 U
al NEW 4'FIRE SERVICE z
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m� 3�6'•O"
16' INSTALL FOAM 1 HYDRAULIC CEMENT
SEAL IN GRILLED RIMEA 1D PROVii
SEAL BETl1FF)L PIPE rq CONCRFIF �J�
WALL 1�N�yA/ e soda ~N EF 1—e 1 =
14"
_WALL SECTION Fp�1 �2'S
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l�� (.i•!.T �. \�_ The Contr2 [ r shall estarr all oodw,ry ona :goer 9t•! 5urf��ces t•� eaua:, or better road t,.ln than e,.l;tr.l Lr-r I I I
4796 t erc)rol.on and as determined by the Owner and Engineer ¢I
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3 The location, depth and Size of ex15tmg uhNlles shriven an Ih:1[ plans IS OppmazimOtC The Lon[-aC tGr shill
\� verify the ez ielence. location, depth and size of the utilities poor to construction The Con trg�tar shall be splt"
SrpEwgr ._ _ '-sc,onsible fcr any damage to Vur exrslulg ruphlies due to failure to locate them or pra[•rrtr Mo!er7 them wr ems. a m o 4
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hem vacation is known. k O k
fIfIRD AK NORTH
ExsT; S L SIDE
OF F D o c
'EXST
ALONf,EAST SIDE W 4 A het of representatives to r.on tact tar Inn Xrnotinr. regarding loCililir, 15 as follows.
r/IfaRiN TNWD AVE /� CAI
PLAN VIE uY Mariana Onr Call System Dispatcher 1-800-424-555
Montana Power Co. Chuck Busto 5P.2-4698
SCALE 1-=20 , o GALLATIN COUNTY COURT HOUSE
TU Cablemslan Scot Rlss 586-_08.
u; west Rich `.hrrwao., 58?-2355 a' FIRE SERVICE LINE
unctuamg F.ber Jptits) PROBABLE QUANTITY ESTIMATE W
5 AU aspholl, concrete curbs and sidewalks shml be sow of or neat rut by method opproved by the Engineer 1 TAP EXISTING 6' MAIN WITH 6'X4' TAPPING TEE. I n Q
4'VALVE & VALVE BOX 1 EA 1
to,, 6. A➢ backftll for this proper shall be Type A Trench Bay khll, except that the upper 2' in landscaped areas shall O Q
be Type B Tench Bockfill 2 INSTALL a' CLASS 51 DUCTILE IRON PIPE 62 LF =
67 U A•Ct 51 DIn - - -- Ld ♦—
NW-SHfbNr TYPT"A' 1TKNCN y_ Maintain It' horizontal and 18 refticol sepaotVun between water mains and all sanitory sewer mains and storm 3 INSTALL 4 OS&Y Flo X FL VALVE I EA I--- _z Z
--17'CONCRITT.
Imo— BACAFX.L 9ACAFILL —• WALL sewer crosvngs Furl lenglns of pipe shall be centred at du gassings m conlyivnce with wOB2 38.32 and W081 O (� J 0
8.6.3 4 REPLACE 4' THICk CONCRETE SIDEWALK Z40 44o-SF t W 1 L10 CURB ANd,o TTER
ASFWNALI 8 Ail valves shall be Installed with thrust hlocLlnq, and valve boxes In accordance with C 0.d. modifications and 5 REPLACE STANDARD CURB & GUTTER PIOT aleb 6-EF fJ U
SIDEWAUs _.ibEWALN C-0.6 de t oil 2718-1 C-T
3 6 REPLAN ASPHALT SURFACE 144 44Q'SFNrl�
—4-f 1 1.2 1 a All fat,ngy including bends greater than II-1 r4 degree,, tres and plugs shall be thrust Clacked in an_ fnrmanre
9
5, 05. modifications and IAPW detail ^713- 1 ? NON-SHRINK BACRkILI 13 126-C TDS f— L.L_LAJ D
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MAINTAIN MIN 155 10. 4' lire service line shall be Installed in accordance with C C•13 s Fire Service Line Standard These plans art 8 SMUT OFF EXST 1 1/2 SERVICE 1 EA Z 1�
f,(yv[R �-'EX, 4'GATE VALVE
ARPROx CFN Ii4 OF EXST r 1/2' _ � for construction of the 4" lire service from the erlstmq C 0 B 6" main to the OS&Y valve In the building Ser AT THE 6" MAIN G W (�
DOMESTIC SE LW Architecturol/Mechanical plans for fire service line beyond this poet �+
_ 9 GORE DRILL HOLE THROUGH BASEMENT WALL 1 EA Z
90- — — INSTALL fLAMf.YO p5yr 11 Fire service lines shall be Installed. chlorinalea and tested to 200 psi by a single Cornf-:I,;tor Mryr.isan-Maerle, Li
VALVE SEE 51D C 0 P in- shall provide construction observation. and prepare the record drawings. z _ ~
SHUT a"EXST I i/z'SERVICE C DETAIL No.02719-4 Q � Q
hw[i,CWORARONISLO►Ad NEW 4'RRL WVICE LINE P�A ICE 6%1Ek1 'd/4�MM REOr-PUD 12 City of Bozeman (o nplrate all vdlv25 and shill mate lap of existing 6' main Contractor shall expose I,nin,
" ^AW I wN TNlctcNE:s ws7ALLid 1N Hu.r cr pravlde and Install topping tee and valve
THE AVAILABLE F104 T —1 j lQ^
85 - HOLES 13 A precanalruction conferenrr shall be requited prra tv the start of construclim No Changes may be m...d,, V
(1 10 20 30 40 50 60 70 to Ihe- Nons without the approval r f the City oT 807em On Water/Sews• SuPervrsar Q
PROFILE VIEW_
SCALE: t -10' H
" 5' V
r:9PROJECT NO
SHEET NUMBER
1 1
DRAWING NUMBER
° 1iZEc,oTLD Oe0.W1NC..
Lo\2119$ i nAN.pAc
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