HomeMy WebLinkAboutWest Edge Condos Fire Service LEGEND C�F MavrgN9
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EXISTING SANITARY SEWER MANHOLE " MARK A. a9
.as ... EXISTING SANITARY SEWER LINE iI1 n CHANDLER
EXISTING WATER MAIN I y No. 951BES o
EXISTING GAS LINE "d �! PLAN VIEW s� 'Cisl
y-C I M EXISTING HYDRANT I SCALE: 1"=30'� i i 1
III II
Sheet I o f
EXISTING WATER VALVE Row_L,�To.E as eEa<. `�"`�`"N0 w,awm°n,ae / or»"..avow�a:�. LEGEND z M III j -I- f
Pp EXISTING POWER POLE /roma FLANGED OS&Y VALVE w JAI III II' / 0 ro o
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EXISTING ELEC BOX afo
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E 0 '"k`OFD DOUBLE CHECK VALVE _„ 4773 -- 0) m
ro.ai as[a w"Dculungns)� MIN.REQUIREMENT)
O EXISTING TELEPHONE BOX 4' OR LARGER CLASS 51 5
DUCTILE IRON PIPE(TYP.) g AS INDICATED ON U III III:.• I: _ Q
q PROPOSED HANDICAP PARKING SIGN FLOOR ^ APPROVED PLANS) U III III',,• - D d-
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7.35 BUILDING TIE DIMENSION MECHANICAL 3/4"MIN.Redi Rod,INSTALLED IN EVERY OTHER AVAILABLE M.J. 60
JOINT BOLT HOLES(TYPICAL)-5/8' RODS ACCEPTABLE FOR r LINES - p L = - - C = E
.(64.5) PROPOSED SPOT ELEVATION MAIN III -I (0 ❑^ S
# i I-
90'BEND WTRi THRUST BLOCK
o C.O. SEWER SERVICE CLEAN OUT -
® PROPOSED CURB STOP �Lf 60 c a
`774"
TAPPING TEE&VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALUTION OF ryA'_ . 33
TRAFFIC FLOW OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY -a II I C o`a 3
PROPERTY LINE(TYPICAL III I I�I 6 w , W
DRAINAGE DIRECTION FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting'nad<of the building shall be a ILL listed flanged III Y.I II1I I III
Kenn.dy or Mueller OS&Y valve the same size as Ne firo M.line.
EXISTING CONTOUR LINE II o
2. All Double Check Valve Aasembl'ea shall be $_
UL or FM fated. " z E' Z ^
PROPOSED CABLE ELEC TELEPHONE E.
Asp d by th.U�veroty f Souhe Cantu.Foundation for " III q EE a <
AND GAS TO EACH BUILDING PROVIDE FLEXIBLE, Cross Connection Control and Hydraulic Research(USCFCCCHR)for ri
I. III W F +n Q II
operofo. .me propc.ed po.aio.(vertical or norzontol)oa Hawn on III 11 3
WATER-TIGHT CONNECTION approves plane. I';:
PROPERTY LINE FOR ALL WALL OR FLOOR c. Installed as shown-the approved plan.. - q III III R cwi 3
PIPE PENETRATIONS. RE
ADJOINING PROPERTY LINE 3. A now amem'on swiss shall be' felled'min d'ately follow'ng the III III LS
Do ble Check Varo.N..mbly(alarm heck valve,flow n r/marm, III I LDS `3 H w
---- EASEMENT LINE "t....))n.dry nniemo the approved plane Paddle type Dow alarms not a III III III =_ -a gG ^ �
YARD SETBACK LINE 4. A Double Detxtor Check Valve Aaeamby ay ba sea 'tn a emnaam I III g d"F 4�� P.
FLOOR C' of Boz m ter The ter loop of the Double Detector Check
PROPOSED CURB va�ae.h.n nay a D.W.Ch..k Valve Assembly in.ton.a wnoh m..t.
tn.same mamlat'on adt.1..p.�F.d above'n r.g�ram.nt numb.r two. U I I I
--- - PROPOSED SWALE ETENTION POND CONTOUR 5. Hor iontal'netallationa must be a m'n'mum of 2'above We f'n shad 1111 ,I O
Door.
MECHANICAL
JOINT 6. The ere um f ricer must bi a minimum of 2'from any outside wall, III 1
�. minlmam
ana a of r Hain any'Merior wan. 1.5 � Scale In Feet
]. Th<in m'ng fire.< <I'ne ahan b<a mnmum fist one a maz- w III. }. O F+=1
J
BENCHMARK of i7$below the npabed grove. �
C imam I I .. � ® III 30 0 30
90'BEND W�HBLOCK
r All fi line appurtenances shall have a minimum preeauro
ARROW BOLT ON HYDRANT//1806 ON E.SIDE THRUST BLOCK rating ofi75 P51� '` 9 0 9
OF COTTONWOOD ROAD APPROX 610'S.OF BABCOCK 9. All fire.mice line.Ir and larger ahan be Cla..s1 Ductile Iron Pipe.
ELEVATION=4776.28 FEET(ASSUMED) \\� '`\ P� Scale In Meters MrJT..II
10.Une izin^: The Double Check Valve Aasembl^:hall be equal in size
to both the i coming poime diameter(upstream)a d outgoing poipe diameter \` `
LEGALDESCRIPTION (down.troam). For e. plc.a C ero.mine line.hall hwe
3 Oouble Check Valve As.embly. \ a \ \ \\ A
LOT 2,MINOR SUBDIVISION No.340 � `0
SW 1/4,SEC.10,T.2 5.,R.5 E.OF P.M.M., \`�\ \G�
CITY OF BOZEMAN,GALLATIR COUNTY,MONTANA �V\'
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FtK \�
CITY OF BOZEMAN SCALE: STALINERINSTALLATIOND FIRE ICE N0. 02660-1 OGp� O� ���� ����� �O `�\�� ���P�Q�Oi a M
STANDARD DRAWING NONE DEC 2003 Z D Q 1 �j p O � W
FOR CLASS I, II, & III SYSTEMS REV: MAY 2005 CQ� OX� P\� �O
\ �w\
x� � �x�tK 01 x�° x \� ��0 a
P ` Q P\\ O NOTE: PROFILE AND PARTS APPLY
TO BOTH THE 4" FIRE LINE AND
GENERAL NOTES 4785 \QF� 4" DOMESTIC LINE PRIOR TO
ENTERING THE BUILDING.
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS.
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE r
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN FF�j-I1
ENGINEERING DEPARTMENT.
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE O
ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., 4780 CITY APPROVED OS&Y VALVE
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. THERS (FIRE SERVICE LINE ONLY)
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL
EQUIPMENT AND MATERIALS BY THE ENGINEER. (APPLIES TO PUBLIC SEWER/WATER V
MAINS AND STREET IMPROVEMENTS ONLY.)
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4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THEJ �J
BEGINNING OF CONSTRUCTION. P OPO ED GRADE ^U N�T.O. SLAB=4776.71
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 4775 XNG
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. IXIING XI W
7. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED. BUILDING ENTRANCE
SI EWAL Cr SIDEWALK
8. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED DOUBLE CHECK BACKFLOW 0
PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR THE NEW BUILDING(S) SHOWN ETEN ION U w
IN ACCORDANCE WITH COB DRAWING NO. 2660-13. ONDLq
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9. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE Lo
SERVICE LINE STANDARD. THE 4" FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE 4770
INSTALLED AS PART OF THIS PROJECT.
10. THE 4" FIRE SERVICE AND 4" DOMESTIC SERVICE LINES ARE TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE O\p p�pE FL=70.0
CONTRACTOR FROM THE POINT OF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN THE BUILDING
11 APPLICATIONS
SE
RVICE FOR WA AND SERVICES
IC UST BE MADE CAN BE INSTALLED.
CONTRACTOR/OWNER AND APPROVED BY COB BEFORE
THE
12 SE AL ED MINIMUM
VER LINES IFRB 5'EOFEW FIRE AND COER CAN NOT BE(C LINES MAINTAINED, B E ORE THE E IN LINEWILL SUFFICIENT
BE ACTIVATED. DATUM DATUM ELEV
13. THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH "MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 4765.00 \-FL=65.9 Drawing Date: 06104114
6TH EDITION", APRIL 2010 (SECTION NUMBERS WITH MPW PREFIX), AND SUBSEQUENT AMENDMENTS, AND "CITY OF EXISTING 4" DIPE
BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 5TH EDITION, MARCH 2O04."
14. FIRE LINE IS A CLASS 1 SYSTEM. n FIRE AND DOMESTIC LINE PLAN AND PROFILE
15. FLUSHING ORIFICE TO BE AT LEAST 2" IN DIAMETER OR AS SPECIFIED BY ENGINEER. FP 1 SCALE: (1"=30'-O" HORIZONTAL) (1"=3'-O" VERTICAL)
16. C&H ENGINEERING AND SURVEYING INC. WILL PERFORM INSPECTION WORK ON THIS PROJECT WHICH IS SOLELY
FOR ENSURING THAT THE PROJECT IS BUILT PER THE APPROVED PLANS AND SPECIFICATIONS. THE CONTRACTOR FP1
IS SOLEY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE
MEETS ALL OSHA REQUIREMENTS AND ALL APPLICABLE SAFETY REQUIREMENTS BOTH FOR THEIR EMPLOYEES 0+00 1+00
AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 12-2
AS-BUILT 2013_ 0
I 1 1 L L #13264