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I FIRE RISER \ \ O ��g�J
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PROVIDE 4" FIRE AND 2" WATER WATER RISER \ I y a w
CONNECTION PER THE WATER SERVICE t 1 I Q C M=
I CONNECTION DETAIL, SHEET C2.1 Ot68
CONTROL
VICE I — — — — — — _ — _..— — — — —TUE.CONTROL BOX I ` � I C O
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13'X30' WATER AND ----
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ELEC. VICE _ SEWER EASEMENTI— _.
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8" WATER MAIN SANITARY SEWER STUB } -0 6A
- INV. 4798.41 °) -p1O
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OFF VALVE ��. SEE CONNECTION DETAIL J = E o g
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SAN. MH SAN. MH
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RIM 4802.64 RIM 4803.79 r-�
INV. IN( )- 7.0 INV. IN(S)-4798.2
INV. IN((E)• 97.07 4 =
4798.87 - e'-� -______x a"ss IN a.Fx hK� -Fx a"<s- w w w w w
V. IN(E) 4798.28
INV. OUT(".. Ex a"ss F�a'ss-- -e x o" --
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WATER LILY DRIVE nn Z a g N z
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v pdX _ m_ °p 1. CONTRACTOR TO VERIFY THE LOCATION 4."P"
m�ENGINEER TO IFY 18" SEPARATION IN oNa w > am� m¢ �. w o < 2. OS&Y VALV TO E INSTALLED ON FIRE
4810 f-' �` VICF LNE PR na m�r¢nur 4810 Za m
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�5 C> 0 ELEV 4807.30
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(RISER ROOM) 1--SLM ON GRADE _
q_ PROPOSED GR E
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4805 4805 W _N
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6.5' MIN. COVER W
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4800 PROVIDE FFILL BlEh ALOWABLE TH 4800 J W
FOUNDA ON FOOTING d Z z
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_ -RESTRAIN RISER PIPE WITH MUST >co) Q (Yj 2
N EXIST. 8" WATER 4" INV ELEV 4799.00 498. RECORD W O Z
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MAIN STUB v 4"C. 51 D.I.P. FIRE SERVICE
0 0 2' TrPE K COPPER WATER SERVICE W � W
i F SLOPE UP TO RISER 4795 Ir ~ N
4795 a z a a DRAWING lL Z m
5 o DESIGNED NCF
Iz>m o UNTA/� DRAWN APD
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DELL 0. DATE 6/24/14
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v�N m W 'Sr i �r
4790 — 4790 ors/�BtrsakNc` sHEEr
—0 50 0+00 0+50 1+00 1+50 C2.0
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8" DIA CASTING OR MONUMENT STAHLY
B BOX WHERE CLEANOUT IS IN 1970
PAVED SURFACE OR SIDEWALK.
B' �9'�f4ClHT�S��,
3_ / REDUCER -PVC THREADED CAP
a.....a..w•a '• o;R. .O MIN.�/
R'QUI CONCRETE PAD, W
I--' REQUIRED IN PAVED AREAS LL
mva,.-vwraeRr 1 'y� E r 8
A ,r_ I I WALL Q -cO m,nQ
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CLEANOUT AT BUILDING /\
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10�1 '•'•'w•o"'^"ra TEE TEE(Plugged) BEND Q
' STANDARD DIMENSIONS FOR DtRUST BLOCKING i 'A
T .aer • • • • • . • CLEANOUT Q M m
.n Y IYM"1 1 r M1Y rv.r M1r e4 e.r Fr r.Y ;-v C N)O)
""'XXp1°""°" �sF Oou ome.x vaarr t•u•rc e N anr<«rout (SAME SIZE AS SERVICE)
r r-r r�r rw r-r wr r-r nr -r _
r av rti• r r r-e' nr r�r nr ry 45 ELBOW �
m+r moo. *.sr ran Bowes M r-r r-r rr r-r rir r-r r-r r r WYE f�RR
'T Ta' 1 m r•r r-r r•r tirr .•r r-r r-r rx V W r:rm:rnilw '� x:raxx s>2+ `
14EMC!NM£NSYONS FOR THRUST BLOCKING DROP SEWER TO SERVICE Z ;
r R+a• •'•'•'•a ✓�+ 'ra•••'a a p GRADE PROVIDING 18" {0
w uxw ., s r. _ c.r_ _ r - ao ' • '' • • • CLEARANCE FROM FIRE LINE ♦r
xoR.",.......,,•e..•„"...,,N,.e.uv r.."...•.+.„ u.. er ar vao. •R. er W ••. W Lu v/
xN n o ,.. .. .. .. e�. •.. ... .. W Z .y
mw.p ,o,w�,�+ aw r•x re. W r. W •a a•. R" SEWER MAIN STUB H
TxewT aoawKa Nq.�Nrc gcawm x.e veers ue,w,arw,...��aea ar nv Dw,KTw. A!s as as u Tr W •r. a) ..
T`,xr'usrw.a°Rc,a,'Pemr°"°oua ,asTgexrs sr a ovn x r.v 6 axo•re lwas*aora a rr rr u ra. rr rr •r. FOOTING CRAWLSPACE f 91 aO
r«� ylp v�1r -8X6 REDUCER V
v..�i..l.o•"`�)'=a°ir'�xv'• s rw nnsa.r xav eu mna rn ramnwe Q
CITY DF BUZRMAN SCALE: THRUST BLOCKING FOR NO. 02660-3 _ 6" C
aTr of&wNGS ..., r•"'�' NONE WATER MAIN VALVES DEC .. MONTANA PUWJC ROgKS e.. MRUST BLOLKING N I C
srAMDANO StdMAIx . NONE raatAl UhTA� 'ar'S NO D2221-1 ANDA"DRAWING STANDAgO SPECIFIC•RONS NONE FOR WATER MNN M M. ND OJ6db1 4"FIRE LINE W
(MAINTAIN 18"SEPARATION)
NOTES NOTES NOTES
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1. WATER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER VALVES TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER FITTINGS TO BE CONSTRUCTED IN COMPLIANCE WITH U) v
MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION = E o
02221. EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING, Q00 N
2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4" BELOW THE 2. ALL VALVES SHALL HAVE THRUST RESTRAINT. IF JOINT 2. ALL FITTINGS SHALL HAVE THRUST RESTRAINT. IF JOINT r 03
PIPE TO 6" ABOVE THE PIPE. RESTRAINT IS USED THE RESTRAINT SHALL BE ADEQUATE TO RESTRAINT IS USED IN LIEU OF THRUST BLOCKS, THE RESTRAINT U)
WITHSTAND DEAD-END CONDITIONS. SHALL BE IN ACCORDANCE WITH THE DETAIL PROVIDED. TYPICAL SEWER SERVICE CLEANOUT
3. DETECTABLE WARNING TAPE IS REQUIRED. } w w w
NOTES m z z z
1. SEWER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH z o
MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, g w z
SECTION 02730. EXCEPT WHERE SPECIFIED ON THIS DETAIL z: o a w a
DRAWING O a w Z
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2. CLEANOUTS TO BE PROVIDED BY BUILDING PLUMBER WHERE w � � oo o
SERVICE EXITS BUILDING. WHERE SEWER SERVICE LENGTH w o
EXCEEDS 100'. ADDITIONAL CLEANOUTS ARE REQUIRED EVERYLu
\ Te w
�r�s -•- m«TLtYWIr.T.�.m«ss� 100'. CLEANOUTS ARE ALSO REQUIRED FOR HORIZONTAL a
rr �Ixi-1� -$ •^•••,«� ANGLES GREATER THAN 45'AND UPSTREAM OF VERTICAL
ANGLES - a a a m
L
L '.,, �` 3. SEWER SERVICE WITHIN 5' OF BUILDING TO BE SCH40.
a _-- �•�••^^a? REMAINING SEWER SERVICE TO BE SDR26 PVC PIPE WITH SDR35 I
r _. _� Y:"a7. •�loevxr an.1M,Kx,s<xaa+yNa anon ol,•R w FITTINGS
(II +II p rr ran mwT-.n•qor.�r.M•a,a„.•
o� 48 ENDCAP W/JOIINT RESTRAINTS. z
_ IF EXISTING ENDCAP IS RESTRAINED
90'FITTING TEE OFj_CrRQSS, `RS"iA •xo. 4 -F �E�N� W/THRUST BLOCK REPLACE THRUST
E BLOCK
w.,: 1 --� x o.°.:'•.n cwDtl`"awonl ��w�w w�..5. DO NOT OBSTRUCT WATER SERVICE WITH W
N " w 6"z4"TAPPING lEE AND SADDLE USED U)
THRUST BLOCK.
'e..�..s7'��r'r""w r EXISTING 8"SERVICE LINE
....r..o..Mw.w,.n-.,.•,. ' >w:eawN «,�,^.+'�.,... ` "'. EXISONG PIPE RE.SOTAWED WITH VECALUC 0"
croon ...w......w..�....
•+.n xw'O•^'•D'• .� w+.n 2"CORPORATION STOP Z
°M7 ' .t'7�..::ram..T: Q
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o ••oaao xasPmNMuua WrqMw'r aawF.rvvwr_'wh sDemnt. "+"r'Rn' MEn,a wg 1Nonr ma ;;w,:•�T'L x"."^w„ww,,,`••""••r.«.... D-
45'FITTIN 2y5_F_TTNQ W 3:
.:
2"CURBSTOP
Mxsl .•.�....,r«.....r u,.a w..nw •�`+ W/VALVE 60% j Z
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FITTING RESTRAINT NOTES:
Y•:W:M Ko xrr'MO=T'm Mer"'®' w xxo-N Z
SIDEWALKi 1_ RESTRAINED JOINT FITTINGS MAY BE USED IN LIEU OF +vr _ •rorw•rro•>,e T' 4"MJ VALVE W/JOINT RESTRAINTS- 0)THRUST BLOCKS INSTALL ALL RESTRAINTS IN , ""'m"` """""`w6O1O°•"" m'+�`"` M� r RECORD � O W O a
� ACCORDANCE WITH MANUFACTURERS REQUIREMENTS m�.tla.`Mm __�xawo•"°'m'"m" rr,rw �
L 2. RESTRAINTS MUST BE INSTALLED TO RESIST PRESSURE OF : e"S w'"'S��. *.""`•.. uY.Wv�ev.nw.o. �O J = Z
`0 200 PSI. CALCULATIONS BASED ON POLY WRAPPED
DUCTILE PIPE, SAFETY FACTOR OF 1.5, TRENCH TYPE 5, Z
6' BURY DEPTH, SOIL TYPE CIE. WATER SERVICE LINE STANDARD FIRE SERVICE V
o END CAP OR VAL Vf CITY OF BOZEMAN SCALE: NO 02660-15 CITY OF B026MAN SCALE: LINE INSTALLATION N0.026AP-60-1 W Z Y O
3. WHERE APPLICABLE, PIPE LENGTHS ADJACENT TO FITTINGS NONE FROM CURB STOP TO BUILDING Uac. 2003 AMOAM DRAWINO NONE DEC 2003 DRAWING
MUST BE RESTRAINED. TYPICAL RESTRAINT LENGTHS STANDARD DRAWING FOR can I,n,:r Slsmn Q
n (LINES 2' AND SMALLER) 7 H 2 61.11
REQUIRED ARE SHOWN IN THIS DETAIL o O m
LLI
FIFE SIZE —4---
L PFTL 6L �FTE 8L PIPE i2 FPIP£ N1.OTES R SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH NOTES
SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH WATER f FIRE CONNECTION DETAIL H o 0 0
z 90'FITTING 11 15 20 28 MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION Z J m
TEE OR CROSS 5 6 8 11 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660. EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. NOTES
45'FITTING HORIZI_ 5 7 9 12 X
22'FITTING 3 3 4 6 2. SEE WATER/FIRE SERVICE PLAN AND PROFILE SHEETS FOR 2. SEE WATER SERVICE PLAN AND PROFILE SHEETS FOR 1. IF EXISTING 8" ENDCAP HAS A 2" PORT SUITABLE FOR DESIGNED
ADDITIONAL SPECIFICATIONS. ADDITIONAL SPECIFICATIONS. THE WATER SERVICE, AN 8"X4" TAPPING TEE MAY BE ONTA DRAWN X
END CAP VALVE 44 62 8'2 117 .N
45'FITTING VERT 19 26 34 49 3. SEE BUILDING MECHANICAL PLANS FOR RISER PIPE LOCATION. 3. SEE BUILDING MECHANICAL PLANS FOR RISER PIPE LOCATION. USED IN LIEU OF 8"X4" MJ TEE. CHECKED X
C011DEU.D.: DATE 5/22/2015
POL
8"x4" TAPPING TEE USED $;NO.11645PE
FITTING RESTRAINTS DETAIL NOTE: THE STANDARD DETAILS SHOWN ON THIS PLAN ARE PROVIDED FOR
HALF SIZE: fib` = 1' EASE OF REFERENCE. OTHER STANDARD DETAILS MAY APPLY. .rS O ��\2 SHEET
NAL
�p
FULL SIZE: 3/4"= 1' C2.1