HomeMy WebLinkAboutTai Lane Addition LINCOLN ROAD (60' ROW) FIRE LINE DETAIL — CLASS I SYSTEM
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COATED STEEL PLATE(MIN. 74•%t a•) DOUBLE CHECK VALVE ASSEMBLY SHALL MEET
STA 5+28-INSTALL 6"PLUG AND THRUST BLOCK. EXISTING CURB&GUTTER 5/16"MIN.THICKNESS. /THE FOLLOWING SPECIFICATIONS:
A UL OR FM LISTED.
-L- ----- ------ B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA
----8"SS-----------A"SS � 9"SS I 3A4"MIN.REDI ROD,INSTALLED IN FOUNDATION FOR CROSS CONNECTION CONTROL AND '
_ -- --- -- - H LF OF THE AVAILABLE M.J.FLANGE HYDRAULIC RESEARCH(USCFCCCHR)FOR OPERATION IN
— II I. BOLT HOLES(TYPICAL). THE HORIZONTAL POSITION.
( _ 15 STA.5+18-INSTALL 6•s6•TEE,28 L.F.
6•WATER MAIN,AND FIRE HYDRANT W/AUX. I FLANGE TO BE THREADED ON STANDPIPE. LINE STANDARD.
C.SEE ITEM 10.2 OF THE CITY OF BOZEMAN FIRE SERVICE
l GATE VALVE ASSEMBLY(W/THRUST BLOCKS
M.J.TO FLANGE ADAPTORS NOT ACCEPTABLE.
I i j I AS SPECIFIED). INSTALL BARRIER POSTS
I PER SPECIFICATIONS.
r - ' INSTALL i D.I.PIPE AND 6"MIN.OF 2'PIPE
EXISTING I I _jam 4.OS&Y VALVE- THIS PROJECT /FIRE DEPARTMENT CONNECTION,
/ INSTALLED DOWNSTREAM OF THE
BUILDING - i O,Vh III"' IF CONSTRUCTED,SHALL BE
o I I I I 2D"MIN.OF 2"PIPE DOUBLE CHECK VALVE AND FLOW
DETECTION DEVICE.
I
Fj
NEW 1"WATER SERVICE
AND CURB STOP 1 Iw L,___ ____ I 1P'� I y BY OTHERS. 4"TO 2"REDUCER
�(T1P.OF 5) ' - - "�- - - - �' 1'MIN.CLEARANCE FLOW DETECTION DEVICE
— I 4"D.J.PIPE ABOVE FINISHED FLOOR GRINNER CORP.,MODEL VSR-F,
_-�- — OR EQUAL
FOUNDATION WALL
' 1
529 L.F.NEW 6'WATER MAIN - i I(iV \�G
. I Ir P 4' I STA.0+00-Fl GENERAL NOTESRE LINE-INSTALL 6"XB"%4"TEE W/THRUST BLOCK. rn
STA.0+02.5-FIRE LINE-INSTALL 4"GATE VALVE W RUST BLOCK AND VALVE BOX. 0
_ I I I 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS
STA 3+21 -INSTALL 8"GATE VALVE - I -' -----' THE'4"GATE VALVE SHALL BE RESTRAINED TO THE TEE.
W/THRUST BLOCK AND VALVE BOX. --- -_ ( i INSTALL 53 LF.4"CLASS 51,D.I.FIRE LINE TO A AND SPECIFICATIONS.
---- ' POINT 3 FT.SOUTH OF
THE NORTHEAST CORNER OF I I 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND 0 25 50 100
STA.0+55-END FIRE SERVICE LINE O OS&Y VALVE I I -I-I�EXISTNC THE E%ISTING BUILDING. SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN
SEE DETAIL,THIS SHEET,AND STD.DWG.02718-6A
FIRE DEPARTMENT CONNEC 0N, ¢ BUILDING APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN SCALE: 1"=50'
FOR CONSTRUCTION OF FIRE SERVICE UNE THROUGH D
IF CONSTRUCTED. I "" I I 6 FOUNDATION WALL I ENGINEERING DEPARTMENT.
o'� z I 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL
-�J m I SUBMIT TO THE ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS,
1 EXISTING I I SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE
BUILDING I '} I --� o USED ON THE PROJECT.
I INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN WATER SERVICE STATIONING
- --.i o I APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER.
15'"�- - ba i F 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED
I I `�P ,0 _.i UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. STA. 0+39 (42 FT. RT)
' 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT STA. 2+69 22 FT. RT)
LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. STA. 3+13 �44 FT. LT)
STA. 3+15 - 4" FIRE SERVICE LINE (LT)
L I a I 6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET.
- i- f i A MINIMUM VERTICAL SEPARATION OF 1.5 FEET SHALL BE MAINTAINED STA. 3+83 (38 FT. LT))
I STA 0+25-INSTALL 90'BEND BETWEEN THE WATER MAIN AND ALL SEWER MAINS. STA. 4+03 (101 FT. RT.
- , EXISTING AND THRUST BLOCK. 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE STA. 5+10 (28 FT. RT)
y1i5' BUILDING rII I
-I I ^ I DISCRETION OF THE CONTRACTOR.
8. TRENCH BACKFILL SHALL BE TYPE A .
9. BENCHMARK:NE TOP FIRE HYDRANT BOLT ®SE CORNER OF INTERSECTION AS—BUILT DRAWING, 8-22-94
NEW 30'UTILITY EASEMENT LL -� _
---F- STA 0+07- INSTALL 11-1/4'BEND OF S. 19TH AVE. AND LINCOLN ST., ELEVATION = 4884.2T
10. IF CONSTRUCTION OCCURS WITHIN THE RIGHT-OF-WAY OF A DEDICATED P.wa..e ex
1� AL STA 0+00- REMOVE EXISTING THRUST BLOCK AND PLUG. CITY STREET, A STREET CUT PERMIT SHALL BE OBTAINED FROM THE CITY Rock Mountain Engineers
6 '`1CF - �.�. INSTALL 6"GATE VALVE W/THRUST BLOCK AND VALVE BOX. STREET DEPARTMENT. a••••ONTgN^N.., Y 9
35 _ Q CONNECT 11-1/4'BEND TO VALVE. 11. NO CONNECTION SHALL BE MADE BY THE CONTRACTOR FROM THE NEW r M',.••••••.4 % P.O. Boa a83, Bozeman,Montana 59771
WATER SERVICE STUBS TO ANY EXISTING WATER PIPING OR WELL LINES. /*.• ••.,� (4D6)586-4859
STA 0+97-INSTALL 90'BEND ' - i ALL CONNECTION OF SERVICE LINES TO BUILDINGS SHALL BE DONE BY RAY H \
• CE 7fP '.i PROJECT: WATER MAIN EXTENSION TO SERVE
i 36.0'TO BACK OF CURB f r c., LOTS 1,2,5,8,&7,TAI LANE ADDITION
AND IN UST BLOCK - �--�_------`-- - e THE CITY OF BOZEMAN WATER DEPARTMENT.
o~ 12. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF ��• '.'i BOZEMAN,MONTANA
_ ------- ------_-_-_-_ -_-_-_-_ THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARD. THE 4" FIRE SERVICE LINE G
-� INCLUDING THE OS&Y VALVE ARE TO BE INSTALLED AS PART OF THIS PROJECT. ��'�g'• -r ti,;' DESIGN BY: DATE: DRAWN BY: DATE:
w. FlRE UNE TO THEATRES
13. THE PRESSURE TEST ON THE 4" FIRE SERVICE LINE IS TO BE DONE "•.<(.q����.r`,•' RHC 12-9-93 AN 12-13-93
E _ I SEPARATE FROM THE TEST ON THE MAIN LINE. REVISIONS: DATE: CHECKED BY: DATE:
ACCESSSS EASEMENT
NT " 14. ONLY FLANGED FITTINGS CAN BE USED ON THE FIRE SERVICE LINE INSIDE / ...,
�—EXISTING 6 WATER MAIN OF THE BUILDING. - - - �� AH 4-5-94 RHC 4-5-94
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' FOUNDATION WALL
I '..I"..; A,-i n rrl..• I 29 84 K,q EXISTING 6"SANITARY SEWER \\ I
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6.5'MIN. "),II k
MAIN
r �p -T---� � 7.5'MAX.
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'6.5 MIN. I
I 3 L.F.4•D.I.PIPE
EXISTING SANITARY SEWER I
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