HomeMy WebLinkAboutBronze Leaf Condos LEGEND a� � ANgo
Me.maroP°rwp. `"° LEGEND a
PROPERTY BOUNDARY LINE MARK A.
��D®/�a� -$FLANGED OS&Y VALVE N ExisTNc BuiLONc CHANDLER
EASEMENT LINE .u� NO. 9518ES
sari e A ROW IT
OF HYDR 1T g
e w EXISTING 9' WATER MAIN Dvnv rivs�iu�cvrwimisenoual DOUBLE CHECK VALVE E = 760.1 (C.O..DA M) yq l/CENSEO aO
MIN.REQUIREMENT) C �,Y'
a w EXISTING 4" WATER LINE 4 OR LARGER CLASS 51 AS INDICATED ON / FINEER P
DUCRE IRON PIPE(1YP.) 1.m
w EXISTING WATER SERVICE p APPROVED PIAN(S)
w PROPOSED WATER SERVICE 4 •. • :':
a•ss PROPOSED 4" SEWER SERVICE MECHANICAL 3/C MIN.Redi Rod,INSTALLED IN EVERY OTHER AVAILABLE M.J. Sheet I OP I
JOINT BOLT HOLES(TYPICAL)-5/6" RODS ACCEPTABLE FOR 4" LINES
a•ss EXISTING 4" SEWER SERVICE MAIN
ucE PROPOSED UNDERGROUND ELECTRIC LINE 90'BEND WITH THRUST BLOCK 0 m
C m
coMM PROPOSED COMMUNICATIONS LINE TH�11S7 _ m
Cris PROPOSED GAS LINE BLOCKT 2
ss EXISTING SANITARY SEWER MAIN TAPPING TEE&VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF m U1 a
OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY 0
IT EXISTING STORM SEWER PROPERTY LINE(TYPICAL m 0
FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting inside d!hs building aholl be o UL listed flanged 'P
F PROPOSED 4" FIRE SERVICE Kennedy or Muellw Ow wlve!fie same size as the firo service line.
EXISTING CURB AND GUTTER 2. All Double Check V.I.Naembliae eholl ba: �^\ �rTI C i
l. UL or M lieled. ,r Lz 10 ❑
b. Approved by Ns Uniwroity of SouNem Cal'rfomia Foundation or If ���/// C)
(D EXISTING CURB STOP Croaa Connection Control and Hydraulic Research(GBCFCCCH1)for C a `m
PROVIDE FLEXIBE, operation Ns propowd poeRion(vertical or horizontal)ae hown on
WATER-TIGHT CONNECTION L `m"
® PROPOSED CURB STOP 7 approves plane. c
FOR ALL WALL OR FLOOR c. Installed ae shown on the approved plane. N
- EXISTING WATER VALVE PIPE PENETRATIONS. 4615 BEMBRICK STREET C _
3. A flow detection..vice shall be Tnstalbd immediately following Na PROPOSED 3-STORY 12-PLE%
DG PROPOSED WATER VALVE Double Check V.I.Neembly(alarm neck wl.,fbw r/alarm,
meter,etco)n shown on the avvroved Plana.Paddle-type flow olefins r,ot SEE DETAIL 4/F1.0 F.F.ELEV.=59.75 m o a
EXISTING SANITARY SEWER MANHOLE permitted eery eysleme. FOOTPRINT=4,575 SF
W
4. A Doable Deteam,Cheek Val.Neembly moy b.umd with a Mends,.
ig
FLOOR Cittyy d Bozeman meter, The lets,loop /the Doubts Dtdor CheckVFe shallhaw o Double Check V."Neembly in� Illd which meats $TA 1+83.8_(0.0')leiKtedo apeified abo.in roguiroment numb.,two.5. Horizontal inetallotion°must be°minimum or 2'above tee finished 4 90 BEND W/JONTRESTRAINT We. fie fire service d er must be a mnimum of 2'from arty outnMe wall,oneminimum d,•°rrom any idarior wall. STA 0+05.0(0.0') Z
7. fie Incoming nro service line mall be a minimum 6.5',and a maz- LIVE TAP EXISTING 8" _ WTmum of7w 1ha Iiniehed groda. WATER MAIN, INSTALL m>
�78. NI firo service line appurtenances shall new a minimum pressuro 8"X4" TAPPING SLEEVE raring of 175 PSI. AND 4" FL%MJ GATE W
9. NI fim service fnee 4 and larger shall bs Class 51 Doable Iron Pipe. VALVE W/JOINT Q
BENCHMARK RESTRA NT.CONTRACTOR LU
10.lino sizing: The Double Cneek vale Neembly anal)be pool in size TO VERIFY ELEVATION L Z ^
to boN Na incoming pipe diameter(upetroam)and outgoing pips delete, AND LOCATION OF h+�)
(downstream). W W
ARROW BOLT ON HYDRANT �::11i1i<°: EXISTING WATER MAIN.
ELEV. = 4760.16 FEET(CITY OF BOZEMAN DATUM) )�7'MIN.,2'MAX. o W
•PER NPPA-24 FIG A.10.6.3.1 +
\p3 STA 1+33.5(0.0') U
LEGAL DESCRIPTION 4" 90'BEND W JOINT 5 Q
2'MIN.,3'MAX CLEARANCE RESTRAINT F_yI,
TRACT 1, COS NO. 985 w ABOVE FINISHED FLOOR m 1�1
LOCATED IN NW 1/4, SEC. 10, T. 2 S., R. 5 E. OF +GsN4u W
P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA F
' STANDARD FIRE SERVICE
GENERAL NOTES - FIRE SERVICE LINES CITY OF BOZEMAN SCALE: LINE INSTALLATION NO. 02660-13
STANDARD DRAWING NONE FOR CLASS I, II, & III SYSTEMS DEC 2003
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND REV: APRIL 2013 ss ss ss ss ss ss ss BEMBRICK STREET ss ss ss ss ss
SPECIFICATIONS.
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS 1V
SHALL
MADE
WITHOUT
PRIOR
EPAPPROVAL OF THE ENGINEER AND
THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.
1 FIRE SERVICE DETAIL
3. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO F1,0 $GALE:NT$
THE ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION
SHEETS,ETC.,FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE Scale In Feet
PROJECT.INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN 20 0 20
APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. (APPLIES TO
PUBLIC SEWER/WATER MAINS AND STREET IMPROVEMENTS ONLY.) On 3 FIRE SERVICE PLAN
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR M"Z 6 0 6
7
TO THE BEGINNING OF CONSTRUCTION. 6; F1.0 SCALE:1"=20 Scale In Meters
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 01)
HOURS PRIOR TO BEGINNING CONSTRUCTION. 1
F
6. TRENCH BACKFILL SHALL BE TYPE A.FOR ALL AREAS TO BE PAVED. ¢76 O�, 765
O 90�i G 4F' RESTRAIN ALL JOINTS WITHIN SPECIFIED LENGTH FROM FITTING 7. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS,APPROVED DOUBLE CHECK 09�4j��r 9 � O� Q- �
BACKFLOW PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR THE p ?'�O�•S Ot d �� O O rTl ,l
NEW BUILDING(S)SHOWN IN ACCORDANCE WITH COB DRAWING NO.2660-13. �O O`y1 FITTING LENGTH(FT) NOTE
�'j•CQ. 00,,tPp 'S�'O x0�20 90 BEND 9
8. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY y�P+x p yA� ��S'
OF BOZEMAN FIRE SERVICE LINE STANDARD. THE 4"FIRE SERVICE LINE `b O �,CO�,�$' Y,1d_0a� �P 9d,p4� 8x4 TEE 10(BRANCH) NO JOINTS WITHIN 4'ON
INCLUDING THE OS&Y VALVE ARE TO BE INSTALLED AS PART OF THIS PROJECT. P� y�PytP �`i k�yCt" 9 n�Fd` RUN
9 THE 4"FIRE SERMCE LINE ATED BY A
SINGE CONTRACTOR FROM ITHE OPONT O BE EF CONNECTIONSSURE AT THE AND HCITY
NWATER MAN •C�4+yT p } Q
TO THE OS&Y VALVE IN THE BUILDING. t INSTALL 4" FLANGED OS&Y JOINT RESTRAINT TABLE
VALVE 85 SE TES EXISTING GRADE F SCALE:
10.APPLICATIONS FOR WATER SERVICES MUST BE MADE BY CONTRACTOR/OWNER WITH FIRERE SERVICE LID:D: EJ 9.50 VALVE PER DETAIL 1/F1.0 1.0 NTS O
AND APPROVED BY COB BEFORE THE FIRE SERVICE LINE AND DOMESTIC SERVICE PN�06800029)
LINE CAN BE INSTALLED. 1'MIN.
2'MAX. F.F.ELEV. =4759.75
11.THE S6.5'UFFICIENT
MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE,OR 476 760 J v
SUFFICIENT INSULATION INSTALLED OVER THE LINES IF 6.5'OF COVER CAN NOT II�YI. W
BE MAINTAINED,BEFORE THE LINE WILL BE ACTIVATED. N
12.THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH"MONTANA PUBLIC O
WORKS STANDARD SPECIFICATIONS, 6TH EDITION",MARCH 31 2011 (SECTION
NUMBERS WITH MPW PREFIX),AND SUBSEQUENT AMENDMENTS,AND"CITY OF 1�
BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD rTl ww h+l
SPECIFICATIONS,5TH EDITION,MARCH 2O04."
13.FIRE LINE IS A CLASS 1 SYSTEM.
14.FLUSHING ORIFICE TO BE AT LEAST 2"IN DIAMETER OR AS SPECIFIED BY 1 f t ��yyyi
ENGINEER. u' (NCI
6.5'COVER(MIN.) U
15.C&H ENGINEERING AND SURVEYING INC.WILL PERFORM INSPECTION WORK ON U
TH PROJECT WHICH IS SOLELY FOR ENSURING THAT THE PROJECT IS BUILT PER 1 7
hiE APPROVED PLANS AND SPECIFICATIONS. THE CONTRACTOR IS SOLEY � 9.0'
RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA O
REQUIREMENTS AND THAT THE SITE MEETS ALL OSHA REQUIREMENTS AND ALL 47SS 40 LL7SS F R
APPLICABLE SAFETY REQUIREMENTS BOTH FOR THEIR EMPLOYEES AND ANY SITE
INSPECTION WORK PERFORMED BY THE ENGINEER. ^AI.
STA 1+98.3 UP
16.USE JOINT RESTRAINT AT ALL REDUCERS,TEES,BENDS,AND VALVES AS 4" 90'BEND WITH MEGA-LUG
SPECIFIED IN THE JOINT RESTRAINT TABLE(5/F1.0). RESTRAINING GLANDS AND THRUST4" D.I.P. FIRE LINE
BLOCK
STA 1+83.9(0.0')
4" 90'BEND W/JOINT
791 LF OF 4' CL 51 D.I.P. 'f RESTRAINT
STA 1+9 .3
INSTALL VERTICAL 9 BEI D.
SEE DETAILS 1/F1.0 AN 2/ 1.0 F R
INSTALL coNCRETE THRUST FIRE SERVICE RISER DETAILS.
EXISTING 8' WATER MAIN BLOCK P
INSTALL CONCRETE THRUST BLOCK
475 4750
Issue Date:06/28/2018
>� N co r^ ro n
a m n
ww �o Nm poi Co
AS-BUILT: 0+50 1+00 1+50 2+00 F 1.0
0 6-2 8-2 018 / 1 FIRE LINE PROFILE a RISER ROOM DETAIL
F1.0 Fi.O SCALE:1"=2'
SCALE:1"=20' HORIZONTAL, 1"=2'VERTICAL
#171209