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LEGEND
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INSTALL C D.I.PIPE AND 4 056;Y VALVE - 'f` -.�. 69'- '6.1\ 1 li 2^ - II *-�•\
OSBY VALVE SHALL BE EITHER G WI Manhdn / 964 1' 6691 /� �_. rtI;♦V
MUELLER OR KENNEDY,AND H7drml ,-rd10_ r` -• / `�, I ��
iHl$PORTION BY FIRE
U-APPROVED SPRII0.ER DESIGN ENGINEER NO PRESSURE GAUGES OR PRESSURE GAUGE „d Wot4r Valve I - - -C• S- \ (9.W I / y
(VERIFv VAIN MCCHANICAI.DRAWINGS) x
FITTINGS ALLOWED UNTIL DOWNSTREAM SIDE _
f OF SACKFLOW ASSEMBLY (� T4lephone River z EC
s,DTHERs a b --- I I Sheet i of 1 a
L 87 \
Ei-Box ) 1
FLANGE!0 BE THR - ON DOUBLE CHECK VALVE ASSEMBLY COWICOI -\\1 _
STANDPIPE,BE TO FLA (MINIMUM REQUIREMENT AS •� Pawar Pde \ _ M1
' t' �o A m e
INDICATED ON APPROVED PLANS) ff RUILD C / \ •3_ >^) \ \ _-�'-_- ',�C?l p1/TIC
ADAPTORS NOT AC PT Eight Pi. I 3 'OR! _ R m 0
(TYP,FOR ALL RISE COFIG.) 0 4� -� LEVEL 6,01:S0. F7 / ® �� �• � i� R g m M16/97
a FF da61:i Il m,l�rop,7j f*Ii
rl
STANDPIPE SHALL .I io BilI,1-N THI LEVEE. ',,0126ab SO.FI. * / -5 P5, It \ J/ E.i Seato /n Feet ^� 9 �g`
Q'IIrtl
A IO'-0' rLEVEL 7d \ \ " `G 20 0 20
2'MINIMUM FROM A Y 3 ry f ( $PACES REOLIIRED) / II �_ -- ^�p�p�ry,�
OUTSIDE WALL FINISHED FLOOR/CRAWL ACE SOIL LEVEL •y TRAFFIC FLOW 5 'PACES PROVIDED) 1 I 2g' I { 6 0' 6 W FIt"DIN 011 n 1 `c_
DRAINAGE DIRECTION r F EVAT103h=Z -_YBIWBFf+XT=$UADXLC- -NMOW T RI �"- +' I / C� SoaG In Meters
4.OR LARGER .(1745) PROPOSED SPOT ELEVATION 1 �X1517NG PAVENFNT '�CI ` ; •- / s� , P OFFICE ��
CLASS 51 DUCTILE v17.45 EXISTING SPOT ELEVATION 1 GRAVEL / t X I V'� BI III NNI, �•'tn t
-- - Contoler lntervak I Foot C47
IRON PIPE(TYP.1 MIN.Reds Roe.INSTALLED IN 1 1g IN 1/2 OF THE AVAILABLE M J. (dM '� Y"-''_--_ _ (,.' - _ _ �2i
6'MAIN FLANGE BOLT HOLES(TYP.) 1 M J 1 r. I 1` /
Mrim
ECH. ( 1 1�
JOINT 1 10'-6' 1'.6'YD',- I 1 �_`
TAPPING TEE VAIN I __ _ T__ •. GRASS v (r;.
THRUST BLOCK - -,- •T W42)
90'ELBOW WITH -- .- -- u'
j I THRUST BLOCK
J
DEWALK
4'GATE VALVE AND THRUST BLOCK _ _ A` if a
CURB AND GUFLN
g 1119 AND GUTTER-'��-_- B tl1�1A6IL
g FIRE LINE DETAIL -ersr� RCP WE c. 4YDRAN" �
Cz AL CLASS 1 SYSTEM EAST M IN STREET ',-nA�e•2.ElNN a TUM) _ W
GTY OF B02£MAN DOUBLE CHECK VAIy'E ASSEIdRLY SAWCUT A 19'XY SECTION OF PAVING AND A PORTION
OF EXISTING CONCRETE CURB h GUT7ER AND SIDEWALK '
FOR I 011 L,REPLACED EXISTING 1'WATER SERVICE WITH
I. THE FIRST FITDNG INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE 1 1//2 SERVICE.PLACED NON-SHRINK BACKFlLL IN TRENCH
AS ME FIRE SERVICE LINE, TO THICK
BITUMINOUS
GRADE a BOTTOM OF PAVING. PROVIDED O _
2. ALL HE FIR CHECK VALVE ASSEMBLIES SHALL BE: 3"TWCK BITUMINOUS PATCH AT COMPLETION. ANY
A. UL OR FM LISTED. PAVEMENT MARKINGS ON MAIN STREET DIMPPSLEL DR
B. FOR ROPED BY T E THE ER ITTY OF POSITIONLT1ERN(VE�CANIA FOUNDAIZO ON FOR CROSSV ON THECAPPROVED PLANS.HYDRAULIC RESEARCH RWITH IN DEMOVED DURING IC,OR
RAPPRO MUST A REPLACED
PREFORMED PLASTIC.OR APPROVED
C. INSTALLED AS SHOWN ON THE APPROVED PLANS, NMy
3 A FLOW DETECTION 9I DEVICE SHALL BE INSTALLED MEDIATELY FOLLOWING THE DOABLE CHECK VALVE ASSEMBLY(ALARM CHECK VALVE,
FLOW SEWSOR,ALARM,METER,ETC.)AS SHOWN 011 111E APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS.
4. A DOUBLE DETECTOR CHECK VKySEN ASSEMBLY MAY BE UBED WI I.A STANDARD CITY OF BOZEMAN METER, THE METER LOOP OF THE \
DOUBLE
��DETEECTOR CHECK vN ME SMALL
NUMBER TWO.
�E VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION 1�
5. HORIZONTAL INSTALLA110NS MUST BE MINIMUM OF 2 FEET ABOVE THE FINISHED FLOOR. \ IQq(
6. THE INC SERVICE RISER MUST BE A MINIMUM OF 2 FEET FROM ANY A MA)O WALL.
7. THE FIRE SERVICE
FIRE SERVICE T B SHALL M A IFIN2AFE T)F FROM
AND A MSIDWM L. 7.5'BELOW THE FINISHED GRADE
6 ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI.
9 ALL FIRE SERVICE LINES a'AND LARGER SHALL OF CLASS 51 DUCTILE IRON PIPE.
10, LINE SZ64' THE DOUBLE CHECIL VALVE ASSEMBLY SHALL BE EQUAL IN SIZE.
M BOTH THE INCOMING PIPE DIAMETER`UPSTREAM)AND OUTGOING PIP£DIAMETER(DOWNSTREAM).
FOR EXAMPLE A 4'PRESERVICE LINE. OUL.D HAVE A 4'DOUBLE CHECK VALVE ASSEMBLY.
SHOULD THIS INSTALLATION CRITERIA BE IMPOSSIBLE,OR UNDESIRABLE,THE FOU.OWING MODIFICATIONS MAY BE MADE- `_-
A- THE INCOMING PIPE DIAMETER(UPSTREAM)SHALL BE THE SAME SIZE(NOMINAL SIZE)AS THE DOUBLE CHECK VALVE ASSEMBLY .A - -FOR A MINIMUM OF TEN(10)PIPE DIAMETERS UPSTREAM OF(IN FRONT OF)THE DOUBLE CHECK VALVE ASSEMBLY.
B. THE OUTGOING PIPE DIAMETER(WWNSTREAM)SHALL BE THE SAME SIZE(NOMINAL SZE)AS THE DOUBLE CHECK VALVE ASSEMBLY
FOR A MINIMUM OF THREE(3)PIPE pAMETE S DOWNSTREAM OF(IN BACK OF THE DOUBLE CHECK VALVE ASSEMBLY.
EXANeI� ��S"
INCOMING(UPSTREAM)FIRE SERVICE UNE 4'
DOUBLE CHECK VALVE ASSEMBLY 2'
OUTGOING(DOWNSTREAM)UNE SIZE 4' �, P
THE INCONNG UNE UPSTREAM MUST BE REDUCED TO A 2•UNE SIZE A MINIMUM OF 20"(10.2')PRIOR TO THE INSTALLATION OF THE
DOUBLE CHECK VALVE ASSEMBLY,AND THE DOWNSTREAM UNE MUST BE REDUCED TO 2'FOR A DISTANCE OF 6'(3v2')BEFORE IT IS �J�OnJ•S •� � �
UPSIZED 70 THE DOWNSTREAM UNE SIZE OF 4'.
FOeI'
LEGAL DESCRIPTION ti�yZ90 ry�0�9GP x�, �P oKx'�.FL9�0
LOTS I AND 2,AMENDED SUBDIVISION PLAT OF PORTIONS OF BLOCKS 26 8 29.
NORTHERN PAOFIC ADDITION TO THE 07 OF BOZEMAN(C-23-A4)
NE 1/4,SEC, 7, 2 S.R.6 E.
GALIATIN COUNTY..MONTANA o
2'MIN GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. c' I _ _ \_ � _�X/Y/S71NtiG.yy7,(gF .i- --_-----.-- �i- -------- 14810
2 NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE FINISHED FLOOR
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN - _ �
ENGINEERING DEPARTMENT PROPOSED GRADE I
3. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE I i I 12 $ XWRO 1� L
ENGINEER AND THE 0TY OF BOZEMAN.WORKING DRAWINGS.SPECIFICATION SHEETS,ETC, N
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF 11
EQUIPMENT AND MATERIALS BY 7HE ENGINEER, (APPLIES TO PUBLIC SEWER/WATER _-
MAINS AND STREET IMPROVEMENTS ONLY.)
t
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE
BEGINNING OF CONSTRUCTION,
5 THE ENGINEER AND THE CITY OF SOZE3MAN SHALL BE NOTIFIED AT.LEAST 24 HOURS I '
P BOIL TO BEGINNING CONSTRUCTION. -
254,5 Lf Of 4 CLASS 51 D.1. --_-
6. TYPE I OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 1FLRUST BLOGf _______ _ - _
7. TRENCH BACKFlLL SMALL BE TYPE A.FOR ALL AREAS i0 BE PAVED. __. _�-_�__..._... ..__-__ _ -. --___- -___�_--_- .__. i __ -._. _�4800
6. THE 6.5'MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE OR SUFFICIENT INSULATION i
INSTALLED OVER THE FIRE LINE IF 6.5'OF COVER CAN NOT OF MAINTAINED,BEFORE THE LINE NOTE.' ALL 4� P.KYNIS RESTRAINED INTN MEGA-UCS
WILL BE ACTIVATED.
9. ACCORDING TO OTY OF BOZEMAN REQUIREMENTS,APPROVED DOUBLE CHECK BACXFLOW r
PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER AT EACH LOCATION SHOWN.
ILA THE FIRE LINE?AP INTO THE WATER MAIN WALL BE MADE BY THE CITY OF BOZEMAN WATER DEPARTMENT
I �
AT THE OWNERS EXPENSE. TIE FIRE LINE INSTALLATION IS THE RESPONSIBILITY OF THE UTILITY -
CONTRACTOR FOR THIS PROJECT. " �I I --
I1 FIRE UNE INSTALLATION SHALL CONFORM 70 THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE - O _
SERVICE UNE STANDARD. THE 4'FIRE SERVICE UNE INCLUDING THE OS&Y VALVE ARE TO BE CI OI CI
INSTALLED AS PART OF THIS PROJECT. t• cp 1 al m
12. THE 4'FIRE SERVICE UNE IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR Y ♦ m m Drawing Date: I t/1;03
FROM THE POINT OF CONNECTION AT THE CITY WATER MAIN TO THE OW VALVE IN THE BUILDING ------ --
13. ONLY FLANGED FITTINGS CAN BE USED ON THE FIRE SERVICE LINE INSIDE OF THE BUILDING. 24 00 1+00 0+00 ^�
14 FOR THE CONNECTION TO THE EXISTING 6"WATER MAIN.THE CONTRACTOR SHALL INSTALL
THE TAPPING TEE AND TAPPING VALVE,WITH THE CITY OF BOZEMAN MAKING THE ACTUAL TAP
AT THE OWNERS EXPENSE.
15- APPLICATION FOR WATER SERVICE MUST BE MADE BEFORE THE FIRE SERVICE UNE A B
AND/OR DOMESTIC SERVICE LINE CAN BE INSTALLED.
16. ALL WORK FOR THE FIRE LINE INSTALLATION SHALL BE DONE IN ACCORDANCE WITH MONTANA PUBLIC WORKS. ( I \FRE LINE PLAN AND PFIVf RE
STANDARD SPECIFICATIONS.4TH EDITION,JANUARY 1996 AND ADDENDUM NO 1,JUNE 1,1908 AND CITY OF BOZEMAN MODIFICATIONS
TO MPWSS MAY,2003.AND CITY OF BOZEMAN FIRE SERVICE LINE STANDARD DRAWLING NO.02719-3 DATED JANUARY 2000. C SCALE: (I•=20'-0"HORIZONTAL) (1'.4'-0'VERTICAL)
AS CONSTRUCTED FloO
11/1/03 _j
2 02020. -- -