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EXIST FIRE HYDRANT - _ --- _ _— - - - OF
VICINITY MAP u 'G
LEGEND4Ub•To FIRE HroRANT MARK A.
0CHANDLER
` EXISTING SANITARY SEWER MANHOLE _I 1 - _ - - Nov Oman
EXISTING SANITARY SEWER LINE I I �il GIST
EXISTING WATER MAIN !I I _ _EXIST 6' WATER MAIN
EXISTING GAS LINE _„ 0.
_ CONTRACTOR SAWCUT SECTION OF PAVING 6"z46' AND A PORTION OF 4z old Sheet 1 OJ 1
EXISTING HYDRANT EXISTING LONCRETE CURB do GU77ER AND SIDEWALK FOR I 't�Q.'L1'E St1'ECt u o REMOVAL, CONNECTED TO EXISTING 6" WATER LINE IN MAIN STREET I
1 PLACED NON-SHRINK BACKFILL IN TRENCH TO PREVIOUS „ S s+/nAn
EXISTING WATER VALVE _ I GRADE OF BOTTOM OF PAVING. A 9` THICK BITUMINOUS PATCH a,� $ ..,
PF� EXISTING POWER POLE PATCH WAS PROVIDED UPON COMPLETION. I`
(LP CS ff
tb 9 ��g�g
[E I EXISTING ELEC BOX M I
p PROPOSED LIGHT POLE - ,M [M$T
- BUILDING TIE DIMENSION 4` GAS I-- WT E1Isr
_ CURB �V
CONCRETE CURB TREE TREE TREE F h �� y
,pJ4.5) PROPOSED SPOT ELEVATION cR CONCRETE SID_WAL Caj
EXISTING SPOT ELEVATION N V, O68'S'J6'45Y LIGFfi POLE MATa CURB wTaH
EDGE OF SIDEWALK 72. O PS�S3VavE 90..�4 S
•RD ROOF DRAIN
�> TRAFFIC FLOW I 14*�RISMTH MY VALVE AND DOUBLE CHECKDRAINAGE DIRECTION "MBLY(BY OTHERS) I �� I I II I REM110N POW 27.1E6R'
TING BUILDING I i _ `" II 1 '. '(MID OEPTN)K1'DEEP
EXISTING CONTOUR LINE Sr- NTIQUE MALL LD 1(�J)(GD,9) I I �1 ODE SLOPES W/WAS+ED 40Ch a17f• E. MAIN STREET ) I III BOT ELEv-89.8
PROPOSED CONTOUR LINE CF Sg- TOP ELFV-90.8
-- PROPERTY LINE OR ELEV=4794,40 I IIIII�I
ADJOINING PROPERTY LINE a
L5
U z
EASEMENT LINE
z_ o
PROPOSED CURB AND GUTTER 9
m
PROPOSED SWALE/RETENTION POND CONTOUR
Scale In Feet w z
PROPOSED DRAINAGE AREA BOUNDARY 20 0 20
n v�
:•: W
£ 0 P
Scale In Vetere
^VP
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ate' E
Notts
INSTALL 4'D.I.PIPE AND 4'OS&Y VALVE
OS&Y VALVE SHALL BE EITHER
MUELLER OR KENNEDY.AND
UL ARPROVED INS PORTION BY FIRE
�FWOQER DESON EMCIM NO PRESSURE GAUGES 0?PRESSURE GAUGE
(VERIFY WITH MECHANICAL DRAWINGS) I' Iy FITTINGS ALLOWED UNTIL DOWNSTREAM SIDEFy}V�p,'!1
LOF RACki70W ASSEMBLY -j }
BY 0111m
5 o-sa�2
"
FLANGE TO BE THREADED ON DOUBLE CHECI, VALVE ASSEMBLY C,-
STANDPIPE.M.J.TO FLANGE ^--y' (MINIMUM R N APP O AS
ADAPTORS NOT ACCEPTABLE INDICATED ON APPROVED PUNS)
(TYP,FOR ALL RISEN CONFIG.) C FlNISMED FLOOR
o d 4794.4 -- -}-�
STANOMPE SMALL BE z•
2'MINIMUM FROM ANY FINISHED GIR O /CRAWLSPACE 501,LEVEL
OIJISIOF.WALL
-- �. - EXISTING AND PROPOSED CRALY
1 OR LARGER W !_---- -------
.LASS 51 DUCTILE t 4790 O
IN 1 IRON PIPE(TVP.) MIN.Real Rod,INSTALLED �' A
IN 1/2 OF THE AVAILABLE M.J. -
rn
MECH. FUNOE BOLT HOLES(TYP.)
8'MAIN JOINT _
TOP a FOOTING '^ - O
90'ELBOW WITH 4785,1
= THRUST BLOCK �j t i MMj
1NRUST Bt oLv!'
GENERAL NOTES Z 4'GATE VALVE AND THRUST BLOCK 67 Lf OF 4"CLASS 5'C!F
F�1
, ALL :ONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS G - FIRE LINE DETAIL 4780
.
NO ORANGE OR MOOIFTCATION OF THE APPROVED PLANS AND SPEOFICATIONS SHALL BE \Ctt SCALE NTS CLASS 1 S(S1EM
MAGI WI ROUT THE PRIOR WRITTEN APPROVAL OF THE ENONEER AND THE CITY OF SOZEMAN
ENGINEERING DEPARTMENT N
]. PRIOR TO THE PRECONSTRUCHON MEETING, THE CONTRACTOR SHALL SUBMIT TO THE CUY DF 2FNAN ' F Y�V cn-Mwr
ENGNE.ER AND THE CITY OF BOZEMAN,YARNING ORAWROGS,SPECIFICATION SHEETS,ETC., I. THE FIRST FITTING INSIDE OF THE BUILDING SMALL BE A UL LISTED FLANGED KE NEDT OR MUELLER OSILI vALVE THE SAME SIZE
FOR ALL EOUIPMEN7 AND MATERIALS 70 BE USED ON THE PROJECT. AP THE FIRE SERVICE LINE.
INST,UL ATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL ALL DOUBLE CHECK VALVE ASSEMBLIES SMALL BE:
EOWi MENT AND MATERIALS BY THE ENGINEER. (APPLJES TO PUBLIC SEWTR/WATTER A UL OR FM LISTED ^+5C +
MAINS AND STREET IMPROVEMENTS ONLY.) S_ APPROFOR OOPEERRATON M THE PROPOSED UNIVERSITY OF SOUTHERN
(VEERTICCAAL ORFHWOMZDNTAL)�A.S�940 ONn�CAVED PD,ANYDRAUUC RESEARCH 'w
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTUTIES PRIOR TO THE C INSTALLED AS VICE S ON THE APPROVED PUNS. � V l
] A ROW DETECTION DEVICE SHALL BE APPROVE IMMEDIATELY POIIDIMNC ME fwutAE CHECK VALVE As5&/BLY((ALARM CHECK VALVE. , FIRE LINE PLAN AND PROFILE
BE04NING OF CONSTRUCTION FLOW SENSOR/ALARM.MEROL ETC.)AS 9i�1YN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARIM NOT PFRW"ED ON DRY SYSTEMS -- —
5. THE ENGINEER AND THE CITY Q<BOZEMAN SHALL BE NOTIFIED AT LEAST 74 HOURS a A DOUBIV DETECTOR CHECK VALYE Assn MAY BE USA WITH A STANDARD CITY OF BOZEMAN METER THE MEIER LOOP OF THE
G.I SCAL (1'=20'-0'H(YIZONTA!. I,'��-6'YERRCAIj
PRIOR TO BEGINNING CONSTRUCTION, DE1ECTdt CHECK VALVE SHAALLLL NAN A OOUBIE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THL SAME INSTALL-ON
CRI IA SSE=ABOVE W REOWREMENT NUM9FD TFp.
5. HORIZONTAL INSTALLATIONS MUST BE MIN"OF I'ABOVE THE MISED FLOOR.
6, TYPf + OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR, 4 THE ARE SE V RIPER MUST BE A MWWUM OF 2 FEET I"ANY OUTSIDE WALL.
THE Wq(WMNO iAE SERVICE LINE SHALL BE A MINIMUM OF 6.5 AND A MAXIMUM OF 7,5'MIDW THE FINISHED GRADE
7, TRENCH BACWFILL SMALL BE TYPE A.FOR ALL AREAS 10 BE PAVED. 9o. ALL. ALL FTRE SERVICE SERVICE LNE IMES 44� SMAMANCES LL BE BE CUSS MINIMUM51 UCTILE"PIPE OF 175 F9.
a. THE 6.5'MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE OR SUFFICIENT INSULATION IM. oR D E N E 6 r µ '�B CALPIt Dri�HE�TER(DOWNSTEAAH).
INST.ILLEO OVER THE FIRE LINE IF 6.5 OF COVER CAN NOT BE MAINTAINED.BEFORE THE UNE V� ASSEMSIT
WILL OF ACTIVATED.
9. ACCORDING TO CITY OF BOZEMAN REOUREMENTS,APPROVED DOUBLE CHECK BACKFLOW SHOULD THIS INSTALLATION OP1/USA BE IMPOSSIBLE.OR UHOE$IRABL[,THE FOLLOWING MOpFIASTHE MAY SE MADE:
A. THE INCOMING PIPE DIAMETER rVPSIREAM))SMALL BF 1NF SANE S2E fNONWAI SITE)AS CH DOUBLE CHECK LY, A55EMBly
PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER AT EACH LOCATION SHOWN. FOP A MINIMUM 01 TEN(10)AWE UAMEFFADOWN )S UPSTREAM OF C-'I EO O(F)ME DOUBLE CHECK VALVE ASSEM&Y,
10. THE FIRE UNE TAP WTO THE WATER MAIN WILL BE MADE BY THE CITY OF BOZEMAN WATER DEPARTMENT S. FOR OUTIAI�Y PIPE
DIIA ])(P pAME1Eti4 HDOMISTREAM ALL BE THE OF(INSIBACK OF')iFIMAL E ZE QE CHFCA V AS THE Do h CASY11Bt�FA A MAY
AT'NE OWNERS EXPENSE, THE FIRE LINE INSTALLATION IS THE RESPONSIBILITY OF THE UNITY F EKAMPI I.
CONTRACTOR FOP THIS PROJECT MOOLIWO(UPSTREAM)FIRE SERVICE LINE .4'
11 FIRE UNE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE DOUBLE CHECK VALVE ASSEMBLY 2' Drawing Date; 1128102
SERIICE LINE STANDARD, THE 4-FIRE SERVICE UNE INCLUDING THE OS&Y VALVE ARE TO BE OUTODWO(DOWNSTREAM)UNE SIZE -4'
MNSTM.LED AS PART OF THIS PROJECT THE WCOMWO UNE UPSTREAM MUST BE REDUCED TO A 7"LINE SIZE A MWIMUM OF 20'(I0a2')PRIOR TO THE WSTALLATNVV OF THE
12. THE 4'FIRE SERVICE LIPS IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR DOUBLE CHECK VALVE ASSEMBLY.AND THE DOWNSTREAM UNE MUST BE REDUCED TO 2'FOR A DISTANCE OF 6'(S12')BEFORE IT IS fffn��� �^ //WW��BBW�ITT
FROM THE PONT,OF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN THE BUILDING uP9ZED To THE DomsTREAM UNE SZE OF 4'. L S / Y 'NWT T9 B B�B ■
1J. ONLf FLANGED FITTINOS CAN BE USED ON THE FIRE SERVICE UNE INSIDE OF THE BUILDING. ■Vv u�1 -`�
14. FOR THE CONNECTION TO THE EXISTING B'WATER MAIN, THE CONTRACTOR SHALL INSTALL F�
THE TAPPING TEE AND TAPPING VALVE,WITH THE CITY OF BOZEMAN MAKING THE ACTUAL TAP 1�Z�O �.
AT-HIE OWNERS EXPENSE. 1/J 2
15. APPJCATION FOR WATER SERVICE MUST BE MADE BEFORE THE FIRE SERVICE UNE
AND,FOR DOMESTIC SERVICE LINE CAN BE INSTALLED
16. ALL WORK FOR THE FIRE LINE I451ALLARON SHALL BE DONE IN ACCORDANCE WITH MONTANA PUBLIC WOWS,
STA NDARO SPECIFICATIONS,41H EDITION,JANUARY 1026 AND ADDENDUM NO.1,JUNE 1,1998 AND CITY OF BOMMAN MODIFICATCWS
TO JA ION PWSS 4TH EDIT ,MAY,1997.ADDENDUM NO.1.FES,1998 AND ADDENDUM NO. 2 MARCH 15-1000.AND CITY Of BOZEMAN
FIRE SERVICE UNE STANDARD DRAWING NO. 02710-3 DATED JANUARY MOO