HomeMy WebLinkAboutFirst Presbyterian Church 1 ALLEY
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FIRE LINE DETAIL — CLASS I SYSTEM
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I / / NOT TO SCALE
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/ ! DOUBLE CHECK VALVE ASSEMBLY SHALL MEET
COATED STEEL PLATE(MIN.14-X14") THA FOLLOOWI G LSTEDCATIONS:
{ 5/16"MIN-THICKNESS. B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA
{ FOUNDATION FOR CROSS CONNECTION CONTROL AND
3/4"MIN.REDI ROD,INSTALLED IN HYDRAULIC RESEARCH(USCFCCCHR)FOR OPERATION IN
HALF OF THE AVAILABLE M.J-FLANGE THE HORIZONTAL POSITION.
$TA. -Oi 02 TO 0+40- TRENCH BA KFI P STA.-0+02 TO +56-INST ED 2'THICK ESS OF$TYROFOAM 40 BOLT HOLES(TYPICAL). C.SEE ITEM 10,2 OF THE CITY E BOZEMAN FIRE SERVICE
FLANGE TO BE THREADED ON STANDPIPE. LINE STANDARD.
0 TM BO A MAL VA - BRAND HIGH LO INSULATION, ABOVE WA R LINE. BEDDED IN \ M,J. TO FLANGE ADAPTERS NOT ACCEPTABLE,
NON-SHRINK BACKFILL(SLURRY)MEETING THE MT. MINIMUM OF 3" 3/4-MINUS ICRUSHED GR L (SEE DETAIL I
8 5'M1DE SIDEWALK INSTALLED 4'D.I.PIPE AND FIRE DEPARTMENT CONNECTION,
DEFT.OF TRANSPORTATION SPECIFICATIONS. THIS SHEET) I IF CONSTRUCTED.SHALL BE
{ STA. 0+43.50-INSTALLED I LOS&BYY LVE- THIS PROJECT INSTALLED DOWNSTREAM OF THE
{ 4 22 VERTICAL BEND w HERS. DETECnONHEWCE.ECK 11ALV£AND FLOW
W/MEG UG N.J.RESTRAINT I / \
w �\
INSTALLED CLASS
51 DU
16
Etl
4
U a E` L BY OTHERS. FLOW DETECTION DEICE
NOTE: ALL MON TYPE PIPE I 0+ I F �A ABOVE NFINISHED FLOOR OR EQUALCORP.,MODEL VSR-F,
JOINTS SHALL HAVE FIELD LOK 350 ,� 4'D I.PIPE
GASKETS OR APPROVED EOUAL FOR +80 W O
JOINT RESTRAINT. W LL FOUNDATION WALL : INSTALLATION OF FIRE SERVICE LINE AFTER THE
OS&Y VALVE BY OTHERS, MAY BE VERTICAL OR
FIRE SERVICE A HORIZONTAL ACCORDING TO THE CITY OF
STA.0+00- INSTALLED 6"X4"TAPPING SLEEVE I I I LINE 111 BOZEMAN FIRE SERVICE LINE STANDARD,
W THRUST BLOCK AND 4 TAPPING GATE VALVE I I I
AND VALVE BOX. THE 4"GATE VALVE IS I I
RESTRAINED TO THE TEE. I I LLB
I I I ('`` I I I STA.0+37.73 TO 0+60.65-INSTALLED
2D DOMESTIC WERSERICE O
INSTALLED MIRING THIS P PLANNED I I I / S 16 COATED PUTE AND REDI-ROD TO
4"OS&Y VALVE.SEE DETAIL AND ALSO
SEE C.O.B. STD. DWG. No.02660-13
STA.0+55.85- INSTALLED
I I \ I 4 22)4'VERTICAL BEND 1 {,p' I
W/MECALUC N.J.RESTRAINT
0 ^LI I I \ ■ 2'THICKNESS OF STYROFOAM 40
01 I I \ Qi BRAND HIGH LOAD INSULATION,BEDDED 3
I I S I IN MINIMUM OF 3"OF 3/4-MINUS
O I / III CRUSHED GRAVEL - 6. 2'OR 4"
FIRE SERVICE LINE. '
0
m ,
j I j i r I
AS-BUILT DRAWING I� 3,5'MIN
Scale. 1"- 10' 1� PIPELINE INSULATION
0 5 10 zo I I
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GENERAL NOTES
UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO
BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION
OF -ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING
CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION
ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND THE
MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, DATED
MARCH 2O03, AND THE CITY OF 13OZEMAN MODIFICATIONS, MARCH 2O04, ANO
NOTE aBoo ADDENDUM No. 1, JULY 19, 2005.
: CONTRACTOR SHALL RESTORE ALL VICE L 1VL'E SE f
SURFACES,ASPHALT,CONCRETE,AND LANDSCAPING FI NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS
TO THEIR ORIGINAL CONDITION. SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.
-- -
m APRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT
OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER
u MECH.RM. WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND
MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO
\> c� THE PRE-CONSTRUCTION MEETING. INSTALLATION SHALL NOT BE
nss _ MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND
x 3 STA.<0+02 To 0+5B-INSTALLED "THICKNESS MATERIALS BY THE ENGINEER.
o.� STYRO OAM 40 BRAND HIGH LOAD IN LATION,6"
ABo WATER LINE. BEDDED IN MINIMUM OF 3"OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL
3/4" ANUS CRUSHED GRAVEL. (SEE DETAIL THIS BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
SHEET
TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION
FLOOR
T +40-TRENCH FL OF THE CONTRACTOR. TRENCH BACKFILL FROM STA. 0-02 TO STA. 0+34
8 JW B CKFILLED UP T THE BOTTOM F SHALL BE NON-SHRINK BACKFILL (SLURRY) IN ACCORDANCE WITH MT. D.O.T. SPECS,
ASPHALT ELEVATI N WITH NON-S RINK
BACKFILL(SLURRY)MEETING THE MT. PROJECT BENCHMARK: THE ARROW BOLT ON FIRE HYDRANT No. 123 AT THE
o o� DI PT.OF TRANSPORTATION o NORTHWEST INTERSECTION OF OLIVE ST. AND WILLSON AVE.
ECIFICATIONS. y 4
4792 -- � c - ¢ <= ELEVATION = 4804.06 (CITY OF BOZEMAN DATUM)
I
Z 1
-isz<$ NOTE: ALL MON TYPE PIPE ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS.
o JOINTS SHALL HAVE FIELD LOK 350
i < GASKETS OR APPROVED EOUAL FOR THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED
EXISTING 6" 61 L 4'CLASS 51 D.I.PIPE ` < iD i'o i JOINT RESTRAINT.
WATER MAIN w $ DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS.
NOTE:THE DEPTH OF THE EXISTING 8"W/TER LINE IS i z�a of THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING
Y j ALL OPEN EXCAVATIONS.
THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR.
OBTAININGAPPROATE.THE LOCATIONTHE AND CD D IS EPTHROFP LL IBL E FOR i N m S'. n k�<r^
U71LITIES WITHIN THE CONSTRUCTION AREA PRIOR TO _m. .1>3 m THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN
EXCAVATION. I�-; a� c� rRo FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. AS-BUILT DRAWING
4755 -. _ __ _ _ oaf eH>�-
.3 n e uWi FIRE SERVICE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF
ox THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARD. THE 4" FIRE SERVICE LINE
AS-BUILT DRAWING ��\ INCLUDING THE OS&Y VALVE ARE TO BE INSTALLED AS PART OF THIS PROJECT.
ONLY FLANGED FITTINGS CAN BE USED ON THE FIRE SERVICE LINE INSIDE OF THE
! - - BUILDING.
0+00 0+20 0+40 0+60
O�'f d1A1!ry1j1 DESIGN BY DATE DRAWN BY, DATE: DRAWING SCALES' (ate)
Rocky Mountain Engineers, P.L.L.C. "V9 I RE SOON$& RHC DA�B/03/2005 CHECKED BY DATE8/03/2005 PLAN VIEW: HORIZONTAL: 1" = 10'
RAY H.CENIER A5 Built Dwq 09/08/2005 CONTOUR INTERVAL: 1'5653 ES Lr'QWIS caJISW lJ��� LS�LN.J� Ll �lY LI
Civil Engineering & Land Surveying PROFILE VIEW: HORIZONTAL: 1" = 10'
Fq�^q (�.�.. Ra 4FSQ y ISTL > VERTICAL: 1" = 2'
1700 West Koch Street, Suite 7, Bozeman, Montano R AND VY� DRAWING FILENAME: /1161-AsBlt dwg 09/08/2005 p� pQ