HomeMy WebLinkAboutHighgate House Hi H ATE HOUSE
WATER MAIN IMPROVEMENTS FOR
LOT 1 OF STONERIDGE PUD, MINOR SUBDIVISION #3
2219 WEST OAK STREET
BOZEMAN , MONTANA
PREPARED FOR : BU RON , INC.
1 155 ROBSON STREET, SUITE 400 �ONTA
VANCOUVER, BRITISH COLUMBIA 2p
V6E1 B5
SHEET INDEX
PREPARED BY :
ENGINEERING, INC. No. DESCRIPTION
�► CONSULTING ENGINEERS & LAND SURVEYORS 1 COVER SHEET
SUITE 200 CREEKSIDE`.J
9� 1001 SO. 24TH ST. WEST 2 PLAN
BILLINGS, MONTANA 59108-1345
406-656-5255
3 WATER MAIN PLAN & PROFILE
4 WATER MAIN PLAN & PROFILE
5 DETAILS
6 DETAILS
Djr[ 9-15-03
P�VI�12N
"CONFORMS TO CONSTRUCTION RECORDS" APPROVED HY:__
QUALITY ASSURANCE
MAY, 2005
SCALE: -
FILE: COVER-SHT1
PROJECT NO.: 03071
SHEET 1 OF 6
V)
Of
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U �
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30'WADE CITY OF BOZEMAN
400b6' WATER LINE EASEMENT Yn Q
SNOW STORAGE AREA \\ S�
C'3 Z
/ 20'-O"SETBACK LINE - SRC_ y _/ YR
----- SEWER SERNCE6 rp1 sERWa TRENCN(ir) �'
WUAs ro eE (sEE DETAL)- t' „ \ �2 O\S`
PROVQ�n. YW 6'co- 6.Do NEW 8'AWWA C751 CLASS 51 (n
/ •E/p4•SEERS OP DUCTILE IRON WATER MAIN w
/ 2M0 UM75 � Mu-31.04_
V� 1 tp•SDRT IIDPE .— .1-.1P lP ss .—. INv-ze.00� \ \ \ \ W
/ \ LOW FROU11I SEWER \ `\ Y. ■ Z H O
/ FIITI F III I AS SERMOF rrnl,/ W
�DWDE gXISIN -28.2s 53 U. •�5! oz yN101
/ SW pHSTT!IEAAM / r :/- .aD % \ W WO 3 N
L
MULTIPLE SERIM co".ACTM TO 25.N ` � O t0
Mw4]2{.90 8, . ` W CONMON TRCN' MARX PIPE END \ \\ Z (n N IT,I7 b
/ 1 S� cOON EN cna L.L� \°ono. \ ,+.' �� \ Z ♦-'' �,o
/ 9 V In�ma
n'PE Y Cl27.3 \
DISCHAPOL
N / \Q•0 �AS R0
25.80
(ME DETAIL) \
\\.1 uswwlaE C ♦. A 1►
STRUCTURE V V
Ac •b / �•(sEE DETAA) \
� ,Y�' / i`°Rim.290i`FT LOT I
/ 4F ] (� '40,L / /y,.sA Lf \15 FUTURE(PHASE l.lb ACRES IN, iil
tiU-l1�' // C TYP:1 CURB T •a T(IP EIFw 1]2]
r RIM-27.00 .W ll
' ! ; IRV-26.10 - •� �• BOTTOM ELEV-4726.00 STORMhN, M W 9
o2P / 9W11 SIDE SLOPE-4:1 I�" e p�Z-j EXISTING MANNOLE
02 / J 11 V-26.00 WLMME_ST68 Q.fT 1 w 4 \ Nir'O���n INVIMIN32235
P jq •0 OM \ - - -- INV Wi-22.23
SO
SLOPE_
4
\) r J VOLU W F'
-
/' I RIM-27.50 EXIST
INS H"SEWER
WV W-26.UU TYPE Y CURB INLET COURTYARD INv-24.30 )t.e]if 6•SEMEN.`: 6• /\ �,%
NV WT-x5.50 PoY-2t.DJ I 6— 5�—
FUTURE VILLAS - I I INv-26.Iz I (SEE ARCH) 330.10'BETY'�EN V N
I WV-26.00 11 SO \ 1
- --MANHOLES--- ---- -
Bi g. I NEW 4"DOMESTIC
SERVICE c `
1 #pNT.1k1
I I Q � B Q '� 1 1 1"1' * MFOGELS OR L
1 � a, TYPE a WRe INLET INEW FODEIS�N(i
I a • q 4 Riau-2e is ❑ ❑ _ SERVICE IH•,: _ , .,I.,, IE NHOU: •tS� N i 128T/F
11 I {ruoop 22ti
1r INV-24.e5 INV T-N.46 RIM-3�)5 p
❑ ❑ IN
14{ti npp
'.OW PRES,RE SEWER P WV WT. 1 ZOt
(SEE DETAIL) ,ib
� I •tr YW 6'COVER \�
9 I \ rn•alu CURS NUT
`l. n.oz LP 6•
WV-Mm v SEWER ZARN WCE
INw23.00
EXISTING 2p
( STORMWATER I ,a LSD >G I_ r '1 1 L I M
RETENTION POND o W. ILr�IIh
PER SID 663 �•oe0 G D p �V'�i ° \
I GI TY DF <S I I �� iNN_J0.68 V 1 1 0
BOZEMAN S: BD .Nv-z]ar
( (DRAINS A - I ��
PORTION OF
OAK STREET) vI
DRAWN PER SID InV=1 Q
663 AS-BUILT
DRAWINGS AND
W o ZQ
TOPOGRAPHIC I <6i 'An
SURVEY B I Y 15- mestic C - G I I \ CITY OF BO EMAN = W O
1 OTHERS w4"Flre o Alpro atelDcati WATER LINE
FUTURE VILLAS `• I = EASEMENT >0 m Z
s $ W wo Q
�(Lz a
- - - -
I N W 8SWWS C154
_ Z w
-- - - - CLASS <N- - - - - - - -- - - - - WATER MA M D_ N25'-O'SETBACK LINE 3D.M I_= ° - - - - -_-- — --- ---_ —— � — - _— -(—sue - - - — -- _"'} 1. _ = = <om
- - - --/-- -25'-0"•PA.!U.E.LINE ° L •° •° \I I1 O
1 1 .-- -. _`�- _ L
i1 LIMITS OF EXISTING PAVED STREET
�_
PAVED STREET - - __
_T�_ _'-'� —_at—_^t—
LIMITS OF EXISTING I
Y
EpSnNG 7' t$ _ -
VALVE(TOM) o O
CONNECT TO
CONNECT TO EXISTING 10 DI
EXISTING 10•DI WE5T OAK STREET (PRINCIPAL ARTERIAL) MAIN WATH TAPPING
MAIN NTH TAPPING � SLEEVE at VALVE - -
SLEEVE k VALVE - -
W
' LEGEND _ GENERAL NOTES (CITY OF BOZEMAN): C.A.D.
11 CAD
/J l 9-15-03
: TY EX.FIRE HYDRANT -T- TELEPHONE CABLE \ RENSIONS;
Wpd GATE VALVE -55- SANITARY•SEWER UMUM5
#11 BENCHMARK g j EX.POWER POLE -SD- STORM DRAIN A ALL CONSTRUCTION WILL CONFORM TO MPWSS(LATEST)EOInW.AND
STORM MANHOLE w cae YouFICAnoas ro MPwss.
MANHOLE COVER 0 EX.MAILBOX -G- WATER MAIN
RIM ELEV. = 4733.23 6 STO SEWER MH -T- GAS LINE B. ANY EXISTING OR NEW VALVES WNIOt CONTROL EL ONLY.
WATER APPROVED
V
O STORM ORNN MH SIGN SUPPLY SHALL BE OPERATED BY COB PERSONNEL DMLY. "CONFORMS
IV PROVED BY;
#2 BENCHMARK I I . CATCH SAS„ C. THE CONTRACTOR SMALL NOnFY nE WATER DEPARTMENT A MINIMUM CONFORMS TO CONSTRUCTION RECORDS" ouwn AssuRnNc�.
NOTE: STORM MANHOLE a EX.LIGHT POLE OF 24-HO TO BEGINNING ANY WORK.
MANHOLE COVER D
CONTRACTOR . COM A TOR SHNl FIELD-VERIFY;UNE A GRADE OF EXISTING MAY/ ZOO5
TO VERIFY RIM ELEV. = 4733.49 M
BENCHMARKS E. SERNGE PIPE SHALL BE TYPE'•X"COPPFA FOR SIZES LESS TN-
WITH CITY OF 4'DIGEAAIETER,AND CLASS 51 DUCTILE IRON FOR SER SCALE:VCES 4•MD AS SHOWN
BOZEMAN'S RL[: BOEMAN-WATER
STANDARD
BENCHMARK PROJECT NO.: 03071
SHEET 2 OF 6
< ,SFr `\ ■ Q
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d I- A W TER q
NO A• .c
R �A J
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0
I y o 1'W CE A? IS
Aleftg
4 1'WATER r•fie■
N & 1' .. V J
SERVICEclp
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Lic uc 7 2«00
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1R.ACE `. _ ''A�'4 ' �a� `\ Z
30'WD
I WATERUn O BM o INE FMN , s ' � � UJ
Z
— Lj
NEW 8'AWW C751 CLASS 51 ZN w
N a=z f w/ P� as e�$� \ BVAEh 9 it bss —'�,� _ h MFN 4�N z ��zo
I aDFIRe TAAN�P b 7 \ Ryc�R � \ So�� F Gaon
c >E ELEV. .89 a G J i
SS g8� u'm. \ \ •� .i' �•S'R \;ss w \ Nov;,r1
� - y� `...\ \ /._. •o. $� r3'faf ARROW BOLT AT TOP �\ QOO W'q •\ 9p__ cl
Z cn ZCD
P 1*WATER •. ": 2t •NY \ -a4 r,VJ OF FIRE HYDRANT ,yL\ \.SSA \ `C'9 1,1
\ 1Z. LF �1pE. ELEV.-4732.23 %L c<ryt \ 1� C15, •\ \ W O N O m o
, I SERVICEAi, - ogG g Y'BG \ \ aost q�6 Qlry4r 2 [{,f'C�gss .\ ` U
S R
ob
D4 �7 a a f` - w \ \ \\ �K�a �% ca
:.I / �S ��- ;�•ot Jp�� -B \ � % s�� �i+e�`.Ro �r�cr� o°,�; \ � _
N`
EE
FEIA 11 4 a 8S 4'"SQL \ qT
N �WATER
E 0, SERVICE < \ .oy
GENERAL NOTES (CITY OF BOZEMAN): NOTES
Lnum SCALE
- EXISTING UNDERGROUND INSTALLATIONS H PRIVATE UTILITIES - UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND - ALL CONSTRUCTION TO BE IN ACCORDANCE WITH MONTANA PUBLIC PLAN 1" = 30'
a. CO c OOnUCI'CNCATION TO cMFORM To MPwss(LATEST)EanM,AND SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE WORKS STANDARD SPECIFICATIONS, 5TH EDITION, MARCH, 2003 Coe MaOlnc•nons To MPwss. AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, PROFILE
B. ANY MSENG ON VALVES MIN CONTROL ME COB'S WATER GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED DATED MAY 1997, INCLUDING ADDENDUMS 1, 2 AND 3 HORIZ.: 1" = 30' a,OHTq/w
SUPPLY SNAIL W OPERATED By DOB PERSONNEL ONLY LINES (WATER, POWER, GAS, STORM, SEWER, PHONE, TV) MAY IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE 6 '4/b,
C. THE CMMACTDR SHALL NOT THE WATER DEPARTMENT A MINIMUM NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. VERT. 1•• = 5• RE
M 24-HMRS To BEPNNING ANY WORN. CONTRACTOR SHALL CALL ALL UTILITY COMPANIES BEFORE - DIMENSIONS TO BACK OF CURB * FOGELSONG
O. CONTRACTOR SHALL FIELD-YssnFr:unE a cRAOE a Ewsnnc EXCAVATION FOR EXACT LOCATIONS. 12g7/PE
cMNEcnons
E- SERVICE RPE SHALL LA TYPE•'K"II-E RO FOR SM LESS MAN 0+00 1+00 2+00 3+00 4+00 5+00 6+00
4'DIAMETER,AND CLASS 51 WCTILE IRON FOR SERVICES 4'AND 'bNA1-
URGER.
4740 "CONFORMS TO CONSTRUCTION RECORDS"
1 W MAY, 2005 4740
ZM
U Y
4740 II o Z 4740 0
�
00
W WO m 11
4735
4735 N <
z� Z D
m z <
\\ _ �!5z o Z
4730 — - - - - - o � <
4730 H of0z a
of 0
— — — — — -_ — -- — — — — —TOP OF PIPE — _ _ — _ — _ _ — — _ — Q W a Z_
ELEV.=4725.61 — _ — _ — Z CD:M
TOP OF PIPE <
P
ELEV.= PIPE 4 = Fr N
4725 TOP OF PIPE MINIMUM 18'SEPARATION 4725 �—' �z DD x ELEV.-4720,58 BETWEEN FORCE MAIN NEW 8"AWWA C151 CLASS 51 o
DUCTILE IRON WATER MAIN MINIMUM N SEPARATION TOP OF PIPE
<1-
S AND 8'WATER MAIN MINIMUM 6.5'COVER BETWEEN FORCE MAIN TOP OF PIPE 3� <
AND 8'WATER MAIN ELEV-4720.10 ELEV.=4720.18 W 3
O
4720
4720 �
0
TOP OF PIPE -�
ELEV.- 4720.05
4715 4715
0
b •a S bl � ��
W is
> m
4710 R o YJ YS Ul
_ 31 4710
o a QeQ s s s s s w m p m CA.D.
Q4
¢ m arc a a e aw REV$DN$: 9-15-03
k a
4705 z o G s 3 . s 3 3 m m Q� 4705 -
m <
,n m •M II LL •E n •I a 4 `R n;Pm
o n m m + n + APPROVED BY:
n + „J� + n QUAlliY ASSURANCE:
+H� + + + + + + + +
+ $�
n n n
n �
SCALE: AS SHOWN
FILE: BOZEMAN-WATER
0+00 1+00 2+00 3+00 4+00 5+00 6+00 PROJECT NO.: 03071
SHEET 3 OF 6
r EXISTING 35---_--- - -- - --- / NOTE: CONTRACT d'
GATRON DITCH40
/ EASEMENT \ n$ � EXISTING MANHOLE ; VERIFY INVERT TO • O
RIM-30.82 T ELEVATI
// e• �� INV IN-24.01 / / ENGINEER P OR MEN TONY ?e
.m INV OUT-23.91 / I CONSTUCOON W W W
-s 1
o" ET13A K LINE.t- -!-- _ _ / `-SOW ST - 25q.B2' ���'•,y h$?
_
ORATE=REA �_- �3J mJ�a- //•
Or
�ONE- °° �'•. _ _ -�- `/ J
/ ONµVE y6• -_ �
_ 09 73
/ •e9.79 ...`+o .. >i a W
LLI
SO
ARROW \• 1^ 7' �h
oF.FT T µGP �.�`: _G_= /oW�`WWI W w o
ELEV. A' '
42,33T
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GENERAL NOTES (CITY OF BOZEMAN): /i ( m
LIILLl➢ES Q9\ O =I
7 2
�' � '� O �e l�'R
A. AL CON—CTION WILL CONFOR TO MPWss(uTE5T)EDITION.AND O I . . / aU
COB MDOBTCAnONS TO MPWSs.
B. ANY EXISTING OR NEW VALKS WICK CONTROL THE COTES WATER
SUPPLY SHALL BE OPERATED BY CDR PERSONNEL ONLY NOTE-,
C. THE cor-Nouns m IRS T sHAu NOTIFY THE RATER DEPARTMENT A MINIMuu SCALE
OF za T EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES - UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND - ALL CONSTRUCTION TO BE IN ACCORDANCE WITH MONTANA PUBLIC O BEGINNING ANY wanN. - SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE WORKS STANDARD SPECIFICATIONS, 5TH EDITION, MARCH, 2003 PLAN 1"
= 30'
D- CONTRACTOR SHALL FIELD-VERIFY,UNE&GRADE OF EXISTING AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, PROFILE #ONTAA4
cONNEcTIONs GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED
DATED MAY 1997, INCLUDING ADDENDUMS 1, 2 AND 3 HORIZ.: 1" = 30' �z
E. -DAM
PIPE SHALL BE Sr l UC OE IRO FOR sizes Less THAN LINES (WATER, POWER, GAS, STORM, SEWER, PHONE, TV) MAY IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE
I- GIER R,AND aAss m DucnLe IRON FOR"ACES a•AND NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. VERT. 1 W = 5' * MACGRE R L
URGER_ CONTRACTOR SHALL CALL ALL UTILITY COMPANIES BEFORE - DIMENSIONS TO BACK OF CURB FOGELSONG
EXCAVATION FOR EXACT LOCATIONS. 126RPF�
6+00 7+00 8+00 9+00 10+00 11+00 12+00 bwA1
Z
"CONFORMS TO CONSTRUCTION RECORDS"
4740 4740
MAY, 2005
O) Y
n O
4740
4740 z
cn
O_Ei J
4735 W— -
I1_m L�
l — 4735 a R
/ = wo Q a
O mz
�3 zo Z
o M a
W wo
4730 —— — — — - _ - - - - - - - TOP OF PIPE 4730 H faZ o
— ` — _ — — _ — ELEV_-4727.13 Q 0,
Q Z
_ _ _ _ _
TOP OF PIPE TOP OF PIPE
MINIMUM
= f9 N
Lq
EV. =4723.29 ELEV. =472a.47 W 0
4725 O BETWEEN N SEPARATION EL FORCE MAIN 4725 _� Of z O3 of
OF PIPE
TOP OF PIPE AND 8'WATER MAIN
TOP OF PIPE TOP OF PIPE ELEV. -4721.50 ELEV.-a722.16 4wo
3
ELEV.-4720.68 ELEV. -4721.17 NEW 8'AWWA C751 CLASS 51 3 Q
DUCTILE IRON WATER MAIN O
4720 MINIMUM 6.5•COVER
4720
0
4715 WQ 4715
U p �
4Y >
i ' b
o oo
wFs
4710 m g m l
z N � ^� �LL< G w 4710
N m a o N s r Q N CAD.
N n o l i sum a
r U + o DATE: 9-15-03
� � z N REVISIONS:
4705 m m G a` m m m o �
, F L, 4705
O N g
• I II N •II •1 •N ry� ,I r I II
g m ^ q APPROVED BY:
+ + + +. o '+ + o QUALITY ASSURANCE:
O o D
a
SCALE: AS SHOWN
FILE: BOZEMAN-WATER
6+00 7+00 8+00 9+00 10+00 11+00 12+00 PROJECT NO.: 03071
SHEET 4 OF 6
0
R I�
ortn In x+wn•wl'•—���_ I I / s� �•w+o c.�ae s+o. INS, PLUUB_H I TO BACK OF CURB \Q
� _ JI A• �p P'JUP u0Z2l E u . IZfML STREET
NO VRTICAL EOVIRCVENT a
rvufua _l ah;us Z `.
aRmt Rral NIN..-R CLFAP LL O�
Y,aa M.1 AROUND(TREES. EDGES. �BUSHES,ETC N.) M
LID NMQ w
PARALLEL ARRANGEMENT O LJ
ADJUSTABLE 90,, W Z N
..-_.c_ EIEVAnONS AS SHOwry TYPE LIO BOx '^
All, aWRla[ftl. ABOVF TOP ON PLANS OR
OCURB WITH LIO UJ
V N�
(ss�s•cnxa0aoagw -- �wusn x�E A[—� GRAVEL Z O N
a+sa-0 (v m.vs tlx o-( ZrI w
'�� • a. ovm. wsr r+al a Puuerc> mcol �1� V1 H Z
GROUND LINE y Y N f N
CD F uapN
V
/UNIT • w wa ( eaRw UNDI„TUPBEO\ �- VIV
63CVER p~ wK `
u O = =J O0
vl�ma
,vn.c,.T I rKrw ,Ir nav
CROSSINGS Oa s„ARnr sry THRUS jj
I. RDnihc Montana Depurmrne o!H<ahh and Filv'vonmental Sciences appronl is required fv a by-r I TN T • t A A
BLOC', M ro xN LwE V V
upanti(m diswa les,han to fen and fora vertical separation diP.cl of I—than 1.5 f b<nvcrn weer ("Kx0 cuss"'K
0 /r o(o
m d gr 'ry sewer mam. OEIAIL A
2. N ep- s the mmvnum separanon requvem<nu(venial or horixontap u permined when she uwag' TYPICAL WALL PENETMr IN s5) MILL ROOPPETRAnOH(u T S.)
,=9 pipe is a face ma'u,.AI,wuings shall be arranged so Thal she sewer mam v awn force ma n jo'u,t —
will be eq..drstanl end as fin ss poss b.e hom he wNer mam being crossed. - P `` _ PIKJCiN S REOUIREO FOR
IBS�u,.Mx
PPE SPECIFIED
c where less then IB of.m'cal xpantmn hss been approved by both the City of%ass and 6-1 aEaE ro r„E,tE _
sass/T' /xRAnowz's
inc c�
Monuna Dcparmscni of hesHeellh end Envirunmcnnl Sciences the new gravity se r m,IV the new PP, cav a seRvc(saxs •ART
u tie crossmB shall h made horn a full kngth of pipe crnlered on he crossiDg,and tie crossing angl< s Y FRNn v Rartw.�mna x 5(rla(gs� _
shall be appros:mately 90 degrees New gravity sew Ins crossing wihin IB inches ofanew a existing uc s s.aww PaAwvc I, a AN,im,rmr..ornux wn w.w. 1 \
men or exceed the req,L a L,of"Recommended Frame,for Law-Prnsurc Av s/s a r[NRases wr
Tesrng of Instilled Sewn Pipe"(UNI-B-90,m IMIt venion). a d aorzRw WI Ix Du l inn rn•wavm,rsr a<onw IA•nsT"" uIu NEW 6 AUxIWRY GArE VALVE
%F.+¢ILirRr SNwu R car wpm I rvgM w.rOi a 1/2 CUBIC YMO wASNED GRAVEL BINGE_1
�. 'L'is he longest available standard lensth of pipe ss supplied b,a pipe manufacturer.
.. Adequne strunural support far DipesncrossinRs shill be pravldeE CITY OF BOZEMAN WATER SERVICE LINE
` SCALE: N0. 02719-6 CITY OF BOZEMAN SCALE: FIRE HYDRANT N0. 02718-4
NONE FROM CURB STOP TO BUILDING
�A�YIDAR.
ZEMAN =1CA1E.: -AER AND SEWER NO. 02713-2 STANDARD DRAWING une999STANDARD DRAWING NONERevised
DRAwINC N SEPARATION AUG. 1994 (LINES 2r' AND SMALLER) Rev. Mar. 2000 Feb. 1996
6(7=128:77PE
I
- - STEEL POST MARKER
MINTED TED BLUE
Wlk
WER
E ERE TRENCH PASSES THROUGH EXISTING PAVEMENT uNE oP
THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL �u EUENr
LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH s 1/2 BOOLEVARD O
OPENING. WHERE NEAT LINE IS LESS THAN 3 FEET FROM V)
I S
EDGE EXISTING PAVEMENT OR CURB AND CUTTER SECTION, srREn stAaFACE s.SIDEVVM GROUND SURFACE a p 0
REMOVEE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN (TYp) I m
TRENCH AND EDGE OF PAVEMENT. W Z)
cr) Q
VERTICAL TRENCH WALLS TH I --..I I" 'zs•. N N
WI
SHORING TO CONFORM TO O.S.H.A. ., I age eox + j O W O
m Z
EXISTING STREET SURFACE REGULATIONS • ns'- ...j PNDE s SrAFON RY Z
TYPE 2 EXC. (TYP.) ROROD IN ALL CURB BORES = 0 O to
12w SUBGRADE OR 18� I O
B J
+ x'uM.
MLJ
IN. GROUND SURFACE MIN. co F—' m d Z ~
INSTALL DETECTABLE EXCAVATED SEE DETAIL �g Z(.9
BACKSLOPE AS WARNING TAPE 18 MAX%: MATERIAL BELOW (TYPICAL EXCEPT IN SPECIAL Q 0 W
SPECIFIED TO DEPTH. (OPTIONAL) wr CIRC—STANCES V RE CITr HAS
CONFORM TO O.S.H.A, J 1 \ (' W O
REGULATIONS • APPROVED ALTERNATE E LOCATION)
TRENCH WDTH=O.D. LJ m
TYPE -A' 1 cuRB sroP w O
TYPE EXC. OR '•B, OF PIPE PLUS 2• = H
THANSTEEPER TRENCH MIN, TRENCH WIDTH 3.5 SELECT BEDDING 3
THAN 1:1 wArER uaxa
SLOPE EXCEPT O
BACKFILL 6' MATERIAL PLACED
FOR ROCK) IN 6" LAYERS& BASE wrERw_
TYPE PIPE COMPACTED TO 95%
DENSITY AS PER AASHTO 7-99
BEDDING aravf OF n
IMPORTED 3/4" MINUS >( PRr7PEIPLY CORPORATKRI sTOR SELECT ECIFIC TI BACKEAL AREA
SELECT BEDDING MATERIAL cN5TALLEyirav j// i j//�j/i� (SEE sPEaFlurloNs)
PLACED IN 6•' MAX.LAYERS 114 HAIN A/ /
THOROUGHLY COMPACTED svewrf JMC jj%//j%/ / / //% s Rv Dw�.
TYPE 2 PIPE BEDDING
4w
WHERE REQUIRED FOR \
SOFT OR UNSTABLE
FOUNDATION
NOTE: WHEN IN UNSTABLE OR SOFT MATERIAL DATE: 9-15-03
TRENCH WALLS SHALL BE ACKSLOPED FROM was mw..Hw.a..raR a,n raPr coc,IwAs,arTn rwoN nK ulsr.•a Dnoaw wlwRx.T.a.r+wT clxm sw+L
REVISIONS
THE BOTTOM OF THE TRENCH moNTaxru Taw aTaEn waa wNTR xarlcT vrzs.aT..m+o.sr,TT+sRE wIw ws SUN v+N.avT. arTR suture(atTs
(TYPE I EXCAVATION).
A "^ • +In rao+Town.+rawa rain wws aA u snalrcn
• SEE O.S.H.A. SAFETY AND HEALTH REGULATIONS sN.L sroP lm rHn oPTw,w�a.TYaN.,w.n ro sr.m N an-roRrlaR.
R T Qa.FOR CONSTRUCTION, SECTION 1926.652 APPROVED BY:
QUALITY A5`�1RANGE:
CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02719-1
TYPICAL UTILITY TRENCH DETAILS STANDARD DRAWING NONE wised
NOT TO SCALE _ March 2000 Rg 9f
STD.NO.02221-1 TRNCHDTL.DWG CONFORMS TO CONSTRUCTION RECORDS
_ _ xALF-MAY, 2005 FILE; DETAILS
PRO.IEGT N0: 03071
5H ET 5 OF 6
6 w
0
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too Ix KEW rAKMOrt � 3/1•YIN.Pedi Roa,fESYAIeID w �/ "•]✓'���no,.. 3 /\�A> REDUCER �_
JUNT HNf a THE AVAILAaE AIJ. Or/ry �LfJa1G �V/
MNN BaT NOLEs(TYNUEI /E.c c.7y1 MIN.
r W BEND WITH Plow BLOCK ��.P�1-L���IL tMDIT iuRBEB CARTH W
� ___ fE�r W
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TAPRNG TEE!VALVE, tlIY OF B07EN.W REOU'PE.ENR EOp WSTALLATgN OF 'Z1.
OR NSxNL Vr1VE AT DOuhE CHCLN vNK ASSE4BLr v O
PROPER UE(-,cAL I I LLI Z W 3
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ATER-TIOIT CONNECTION �IRees de^a�oru
FOR ALLJ21
n.Ye«Ne. «°w eoRe.e PeM- TEE TEE (Plugged) BEND oo��
PIPE PE1 A IIeR Hsi.'Iwb.•at«w.eeee mmeoelay Iaie+kW tlN
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METRIC DIMENSIONS FOR THRUST BLOCKING
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I.INCA r.A.cS ARE BASED UN)w PS!(IPJO kpo1 MAIN-.SSMRE rVRAR ALL 111-S VITH Pq.TCiNr1 EAF.
STANDARD FIRE SERVICE eooD PUEseoX kQAno SOIL KARINO PRESSNIE RET140.v n e
CITY OF 9DZEMAN SCALE: WATER VALVE ADJUSTMENT N0. 02213-2 N0. 02719-3 sT.xoARo BRAWN'
NO
DETAIL Jan. 1998 CITY OF BOZEMAN SCALE: LINE INSTALLATION Revised sad MONTANA PUBLIC WORKS SDALE THRUST BLOCKING
STANDARD DRAWING NONE STANDARD SPECIFICATIONS NONE pN7
STANDARD DRAWING FOR CLASS I,11.h III SYSTEMS Jon. 2000 FOR WATER MAIN FITTINGS N0.OZ71 -
- ADDENDUM NO. 1 VACGREG
SIT WGE L
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Lj
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LM n(*leED r ! nRe. (/) U7(�
EARTH(TYP.) ••MECHANICAL 3/4•MIX R a RAa,INSTALLED IN r.
"NT IUILF OF THE AVNUBLE M.J � Z d' Q
CONCRETE THRUST ir W GLAND NA N BO.T HOLES(T-CAL) O W O F-
BLOCK(TYP.) W BEND WITH THRUST BLOCK I �' {J V)
O
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BAR ANC
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TE
PIPE TEE PIPE O PIPE I RROPFOR
LINEMER(ITPICAL Q W Q O
FOit ALL RISER CONOGVPAPONS)
• •• CITY OF OOEONN REOUIREUENTS FOR INSTALLATION OF V Q O W
BAC—PPMNTON ASSEMBLY = �� N
PROVOf REX-E. Lj
e . •• _ NJ VALVE WAIT-TIGHT-TIGHTCONNECTCONNECTIONN 1 Ne FIRST frp kaee a tM«ii up moll«o UL wwg fl « �_ Z 0 Co
FOR ALL OR FLOOR IW,n.dl w Y• OSAY.o ff IM wrl.r r °+ «e lw w «.
PIPE PENETRAROn. Coma««n rvenW/mMw:nnsabl.N 1. me OSAY w = Q
G wGUWD PIPE eIl«Ma a:.«i m DstrY. m «1 wl M.Nenlel. 3(n
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w UW eeP.e,.a pem. H-
0 3/�MN.CORROSION RESISTANT ALI THREAD - !. IMsrAa MIaMeEF.s mAA«e-:mum.1 Y Noma iM MIeMd
RESTRNNNG ROD.CONFORMING TO ASTM A743-B1• bet.
MJ VALVE INSTALLED IN HAIJ THC AVNUBIE MECHANICk JOINT 1w snke Ars msl M e mI^i.,wm a.x'fmnBOLT HOLES(M.)WNERE NECESSARY,CU.PINGNOTE:CDAT PODS KITH'KOPeERS BINLUATTIC N0.50 COrTwG M COUA4 LUGS(RONAC•DUCTILE LUG•OR EOU.)DESTINEDTO FIT WICTLE IRON(D.I.)PIPE,ANDCOELFORMIeIGTO AST.536-M MAY BE USEDIN CONJUNCTION eMXMJ GLAND D.I. WITH THE RESTRANNG RODS PIPE 7. N eervk.9«e 4'ene brgr Non«CNw 51 WNUe Yen PIP._
THRUST BLOCK G.ENSbNS
D SI I i. l'..IO i+rp I TNe Be<Wler P m NsmHIY ena m.W+Mn«pua
em�0nrm..(rHw<P'a m)onoWWADan9 d`e
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in M A A A In 4ix M:z t 4
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I�-1'MN,.2-MAX, """"rmly+ rl „„`w"'e•Vwm,a w�.J�sr. I f ,
.;I t"v»..x..... GAD.
DATE: 9-15-03
i
NOTE:Presu•.+Ne.n oE°ve w.me.NmWn w.Fini nnewrer m rrilem. 7 MW CIfARMIGE 1rI.•r H .
II Neap J FlNSHED FLOOR Or,:-,
THRUST BEOCK,HC AND ANCNCQS ME REDIAIED ON ALL IF-vC6 AND LARGER UNLESS SPECIFIED BF THE MINIVER
I APPROVED BY:
ITCITY OF BOZEMAN SCALE: STANDARD DOMESTIC SERVICE N0. 02719-2
CITY OF BOZEMAN SCALE: TYPICAL VALVE EE �N &78 QUALITY A55URANGE:
NONE RESTRAINT NONELINE INSTALLATION RevisedCITY OF BOZE:MAN SCALE: THRUST BLOCKING FOR N0. 02718-1 STANDARD DRAWING -(STANDARD DRAWING, FOR SIZES 4•AND LARGER Jon. 2000
STANDARD DRAWING NONE WATER MAIN VALVES AUG. 1994 - _ _ -_-- _ __._
11, F. -
- `ECONFORMS TO CONSTRUCTION RECORDS" FILE: DETAILS
PRO,EMAY, 2005 5HET �0 03D71
SLEET 6 OF 6