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TYPICAL TRENCH 3 4 GROOVED TEE NTH FLANGE-TO-GROOVE ADAPTER O 0
TWIDTH -- /-NEW ASPHALT PATCH
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5'-0' B INCH CAS " 4'KENNEDY OS&Y VALVE NTH SUPERVISORY SWTCH QJ;
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4'AMES MOD.DCV 1000 DETECTOR CHECK
95 PERCENT COMPACTION _ m WTH TRIDENT WATER MEIER Q
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4'KENNEDY OS&Y VALVE NDR SUPERVISORY SWTCH
S OF
4 INCHIS OF BEDDIINNG OVER PIPE s 4'90 DEGREE FLANGED LONG RADIUS ELL
BEDDING UNDEu PIPE _
3-D S PIZZA OVEN O
STORM SEWER
23 NOR
'L NORTH TRACY AVENUE
ALLEY BOUNDRY I--�
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5 STORM SE* .Ri ST M SEWER
GAS ~�AlI F Y SECTION VALVE ELEVATION
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'RELINE SCALE: 1 = 5-0 SCALE: NONE O
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FIRE LINE CONTROL VALVE.
.-4 INCH MUELLEfl GATE VALVE
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1-VALVE BOX EXIEQpy
Q t COVER
BLOCKD F1RF Qi
I-BEARING BLOCK u ?�UTIUTY POLE
C TIE INTO EXISTING 90 DEGREE ELBOW INTO BUILDING AND END N
WATER LINE_ TURN SOUTH. NTH 4 THREADED FLANGE.
� I-4 INCH TEE a 1-90 DEG.BEND 1-4 INCH FLANGE
~ �'y 7-FLEX COUPLERS '�, �" i-THRUST BLOCK 1-6 INCH Y(ALL
I-THRUST BLOCK <o` o 1-10 r 10 a 5 16 STEEL PLATE
c J` :_BEARING BLOCK �G �� 2-5/6 DIA ROD
Q. - _ _________t_________-__NEW ASPHALT A7 GRgpE ____ *__________ MRH NUTS AND WASHERS Z
8 NCH GAS AT 18'Ell
Z _ _ - _l IF6CE OF FLANGE
FIRE LINE AT 6'BELOW[BADE DEPTH OF BURY 4 TO 6'INSIDE BLDG.
ELLEN THEATRE CH nM4f 4 L ,-I R 9113PE FIRST WEST INC. _ _ — — - -__ _. _ - �� 7
17 WEST MAIN WF`,'MAIN I WEST MAIN V1
STORM SEWER AT B'-0 BELOW GRADE TO tOP Of PIPE V 1
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DRILL AND TAP cQ0'` FOR 3/4'CORPORATION STOP 0`0F1'
�� FOR TESTING PURPOSES
APPROX 1 FT.AFTER VALVE. W
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PROFILE9 W
SCALE: 1' = 10 01
6'WATER MAIN 1.4
MAIN STREET
SITE PLAN GENERAL NOTES
SCALE: 1 770-0 w� y-
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1.DESIGN AND INSTALLATION SHALL CONFORM NTH THE MONTANA PUBLIC WORKS a �.
STANDARD SPECIFICATIONS THIRD ED.,OCTOBER ISM AND ADDENDUM NOA,
AUGUST 1,1.1 TO THESE SPECIFICATIONS, ADDITIONALLY,THE DESIGN
AND INSTALLATION SHALL CONFORM WTH THE CITY OF BOZEMAN MODIFICATIONS r', 5 a Z'I c
TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,THIRD ED.OCTOBER 1980.
ME OFFICIAL CITY OF BOZEMAN POLICIES FOR UNDERGROUND FIRE LINE INSTALLATIONS a Z N n
SHALL ALSO BE ADHEARED TO. p U v o
a N
2.ALL EXCAVATION SHALL BE TYPE II TRENCH EXCAVATION.
3.ALL PIPE BEDDING SHALL BE TYPE I WTH 4"BEDDING UNDER THE PIPE p
AND 6'BEDDING OVER THE PIPE MINIMUM. V1 z' P
4.ALL TRENCH BACKFILL SHALL BE TYPE A NTH 95 PERCENT COMPACTION.
5.ALL PIPE WILL BE 4'CUSS 52 DUCTILE IRON PIPE WTH B MIL ,t°K
POLYW AP OVER THE PIPE. W
6.ALL FITTINGS SHALL BE CAST IRON NTH 3 BRASS WEDGES PER,XXNT.
REFERENCE APPROVALS &COORDINATION HYDRAULIC DESIGN DATA REVISIONS 7.ALL BENDS SHALL BE THRUST BLOCKED WTH POURED CONCRETE IN
ACCORDANCE NTH NFPA 24 AND THE FITTING MANUFACTURER'S REQUIREMENTS.
uxcw«r�noH wmrrc:r nvc Hwum a.ssiFlfwTnu: ORDINARY GROUP II Pcscawt
WATER DEPT. FRED SHIELDS mob- -ups HrolvVluc OFSi4 IMM .19 "/So n. 130 so.�./HD,uAxiuuu D -18-91 ORIGINAL SUBMITTAL &ALL ASPHALT OVER TRENCH SHALL BE REPLACED NTH APPROVED ASPHALT � Pt
.,mr� �
CITY OF BOZEMAN DIR.PUBUC WORK •�sae»�� •WFA of•vtv,rwnan: 1500 so.FT. Hose u.Low: PATCHING MATERIALS. THERE IS NO CURB,GUTTER OR SIDEWALK TO BE
250 1 10-21-91 AFTER CITY COMMENTS REPLACED.
BOZEMAN F.M. DAN FIGGINS •,>o-xa-ens 2 11-13-91 AS BUILT Q
SIME CONSTRUCTION RON PIKE .aa-mr.s�e E, 7
N01RM FIRE TECH BILL GEORGESON .�w-1•s s�� 9.THE END OF THE LINE EFLANGE INSIDE THE BUILDING SHALL N � P ETERSON uj ~
WATER SUPPLY INFO MATT N THREADED O. 71E PIPE AND RODDED PER CITY OF BOZEMAN STANDARD W Gy OF
DRAWING N0.2718-6. U068PE
sunc Reswla. 122 �% � 1
asrouw_PIRlSUfS: 97 rM wPH 1300 Caw iIDMHc675TERF•SI Q5
161 Tw.FH.,:
B C K&ERA Y m'� BOZEMAN F.D. onlc 00-W-19F12_ ML.NR�� C^j