HomeMy WebLinkAboutWest Peach Condos Fire Service { �N N
� N O
SCALE
FIVE PLEX k
® . 315 WEST a
�.! o : 1. m o PEACH 3i w
0 o STA 0+45.32
linch= lOkeE _ _ - INSTALL 2"TYPE K COPPER
SERVICE RISER & FLANGED ,, •''
F �TT DATUM
SPRINKLINKLER DESIGN PLANS VALVE. SEE FIRE SPRINKLER
it NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT
FO
p - D- sD `4I•''' sD- so CITY OF BOZEMAN DATUM ,,,,,
o R INFO BEYOND OS&Y VALVE. ® - SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE
RELATIVE TO BM 197 rr
PROPOSED 1.5" COPPER CONTRACTOR TO CONFIRM SIZE I. ...i EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM
' -IWS wso = rWATE_R SERVICE I STA 0+34.85 AND LOCATION INSIDE BUILDING - I I ✓� EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION.
- h - FS-FS J 2" 1/8..�B PRIOR TO PLACEMENT OF SERVICE.- 0+45v�' -(< REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND N
f_ EDGE OF PAVEMENT. z
� LD Sq• ^ ^ S _W - �BbPNNG F ,IL N
ti.. 0+00" COUPLING t46LF OF 2" TYPE K - D- SD SD
sD- 5D EXISTING
o SOS PAVEMENT w-WS-W�4 COPPER FIRE SERVICE SURFACE
�`" f39LF OF 2"TYPE K COPPER yyg00 STA 0+40.48 F 12" GROUND SURFACE o_
_ FIRE SERVICE m
STA 0+00.00 I I I� -.o FS FS FS-Fs PROPOSED 12" STORM I MIN w
CONNECT TO PROPOSED STA 0+01.87 _ ; `� ^i,iz W ^- DRAIN CROSSING mj
* INSTALL 8^ STA 0+00.00 3 f ROPO) F5'1- - 2" .o * ^I' _ ; SLOPING, BENCHING AREA
SUPPORT
8" DI PIPE. 2" CURB STOP ar� H "I^--� " .III SYSTEMS IN THIS AREA TO CONFORM
- ail TO O.S.H.A. REGULATIONS
INSTALL 8" MJ CAP AND RISER �� CONNECT TO 8" DI PIPE. "IS. STA 0+34.77 ;_'� o
COPPER 1/8--BEN9-E9F1PHN6 z N
WITH 2" THREADED TAP STA 0+38.44 Illii! MJ CAP WITH MATCH
INSTALL 2" TYPE K COPPER FIRE FOURPLEX o 2"THREADED TAP. I WATER SERVICE 1/4 BEND COUPLING TYPE A","B","C" f PROPOSED 1111
SERVICE RISER 307 WEST I u i I TRENCH BACKFILL GRADING PLAN
& FLANGED OS&Y VALVE. PEACH STA 0+01.85 *TRENCH BACKFILL IN ROAD ,I�!)} NT
SEE FIRE SPRINKLER DESIGN PLANS 2" CURB STOP II-
PROPOSED 8" DI I FOR INFO BEYOND OS&Y VALVE. ,'' TO BE FLOWABLE FILL �.
CONTRACTOR TO CONFIRM SIZE AND RISER i i i i i PER C.O.B. STDS. PAVEMENT SECTION PLACED AND * cNflls c. ,k
WATER MAIN AND LOCATION INSIDE BUILDING ,�J _PROPOSED 8" DI WATER MAIN LL '6" COMPACTED PER CITY OF BOZEMAN STDS.
PRIOR TO PLACEMENT aT OF SERVICE nl I I INSTALL DETECTABLE WARNING TAPE No.N DazslpE
II u lull JI 4
18" DEPTH P
�CFNSE" �
I � 1
T- SELECT TYPE I BEDDING MATERIAL PLACED
307 WEST PEACH FIRE SERVICE PLAN 315 WEST PEACH FIRE SERVICE PLAN IN 6" LAYERS AND COMPACTED THOROUGHLY
HORZ. SCALE: 1" = 10' HORZ. SCALE: 1" = 10' -
AS SPECIFIED IN SECTION 02221. DRAWN BY: EWR
TYPE II PIPE BEDDING REVIEWED BY:CGB
TRENCH WIDTH=O.D. WHERE REQUIRED FOR PROJECT ENGINEER:CGB
OF PIPE PLUS 2' SOFT OR SUBSTABLE
MIN. TRENCH FOUNDATION. DESIGNED BY: EWR
NOTES: WIDTH=3.5'
1. BACKFILL & COMPACT TRENCH 4. CLASS 1 SYSTEM FIRE SERVICE -SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION
PER CITY OF BOZEMAN STANDARDS LINE TO BE INSTALLED.
WITH CLEAN NATIVE BACKFILL.
5. OFFSET EACH FIRE SERVICE UN
2. 1' MINIMUM CLEARANCE FROM A MIN 1.8" HORIZONTAL SEPARATIO
BOTTOM OF FOOTING TO TOP OF PER C.O.B.S. ^ �!
FIRE SERVICE WATER PIPE. 01 �1 DETAIL
�•I
3. VERIFY SERVICE SIZES PRIOR TO TYPICAL UTILITY TRENCH DETAILC.O.B. STD. DWG NO. 02221-1
CONSTRUCTION WITH MECHANICAL
ENGINEER. b
®
0f44
H
MAINTAIN 2' CLEARANCE BETWEEN PIPE ® o
MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE AND INSIDE EDGE OF EXTERIOR OS&Y VALVE >1 I
FACE AND INSIDE EDGE OF EXTERIOR WALL & 1' CLEARANCE BETWEEN PIPE U
WALL & 1' CLEARANCE BETWEEN PIPE OS&Y VALVE FACE & INTERIOR WALLS
N
FACE & INTERIOR WALLS _ FIRE SERVICE RISER MUST NOTES: u0
BE A MINIMUM OF 2'
MECHANICAL ROOM FF FROM ANY OUTSIDE WALL ONLY FITTING ALLOWED BETWEEN �>>��
2' ELEVATION 4763.00 AND A MINIMUM OF 1' 2" OS&Y VALVE FIRST OS&Y VALVE AND BACKFLOW 1�
2, MECHANICAL ROOM FF EXT'G GROUND FROM ANY INTERIOR WALL. ASSEMBLY TO BE 1/4 BEND
ELEVATION 4762.50 -yr.EXT'G GROUND COUPLING.
_ _ it NO PRESSURE GAUGES OR
PRESSURE GAUGE FITTINGS WILL BE
FINISHED GROUND - _ _ _ FINISHED GROUND II MIN. 1-FOOT AND MAX.NCE ALLOWED ON THE TEST PORTS OF
I INSTALL WATER TIGHT SLEEVE BETWEEN FNIISHIt 2-FOOT C LFOOR ANY BACKFLOW ASSEMBLY.
II INSTALL WATER TIGHT SLEEVE PER NFPA CODE. 2" CLEARANI AND BOTTOM OF FLANGE
II
4760 PER NFPA CODE. 2" CLEARANCE 4760 BETWEEN CONCRETE & PIPE. OF OS&Y VALVE J
BETWEEN CONCRETE & PIPE. 4760 2" DIE. TYPE K FLANGE TO BE THREADED ON STANDPIPE.
,_- PROPOSED FOUNDATION - PROPOSED FOUNDATION COPPER RISER MJ TO FLANGE ADAPTORS NOT ACCEPTABLE
INSTALL WATER TIGHT SLEEVE
AT FLOOR PENETRATION PER NFPA CODE.
6.5' MIN 6.5' MIN COVER
COVER STA 0+40.46 2" DIA. } BEND a M
PROPOSED 12" STORM PER COB STD DWG 02660-15
t39LF OF 2" TYPE K DRAIN CROSSING /�
COPPER FIRE SERVICE INV. 4757.80 r2 1 DETAIL W PER C.O.B. STDS C4.1 2"FIRE SERVICE RISER t46LF OF TYPE K COPPER NTS
STA 0+00.00 FIRE SERVICE PER C.O.B. Q N CONNTECT TO PROPOSED 8" DI PIPE STDS
STA 0+38.44 INSTALL 2" FIRE SERVICE SADDLE.
2" 1/4 BEND COUPLING INSTALL CURB BOX AND STOP.
INV. 4754.48 INV. 4r754.85 Fey
4753 > 00
STA 0+34.85 .81 4753.28 �a
STA 0+34.77 0
STA 0+00.00 2" �1/4 BEND COUPLING 2" if8-BENS-69<�PNNG 1/4 BEND COUPLING STA 0+45.32
CONNECT TO PROPOSED 8" DI PIPE. ITV. INV. 4�# 2" 1/4 BEND COUPLINGN �p W
4753.81 4753.99 INV. 4�63:83 rya ON
INSTALL 2' FIRE SERVICE SADDLE.
4 ®
INSTALL CURB BOX AND RISER. FINISHED GROUND ELEVATION FINISHED GROUND ELEVATION 4753.99u
ITV. "-T=•,.,=-3 U 14
4753.28 FIRE SERVICE INVER+ ELEVATION FIRE SERVICE 1MYERT ELEVATION W j
TOP TOP M� H
4750 4750 4750 4750 �n
as
owo 0+50 0+00 0+50 d SHEET
C4.1
307 WEST PEACH FIRE SERVICE PROFILE 315 WEST PEACH FIRE SERVICE PROFILE WEST PEACH CONDO HORZ. SCALE: 1" = 10' HORZ. SCALE: 1" - 10'
VERT. SCALE 1" = 2' VERT. SCALE 1" = 2' < FIRE SERVICES
DATE:EJANUARY 2019