HomeMy WebLinkAboutNorthwest Waterline Expansion PHASE I
I I -
NORTHWEST WATERIJINE EXPA -,-\ SION
FOR THE
CITY OF BOZEMAN , MONTANA
LOCATED IN
GALLATIN COUNTY , MONTANA
BOZEMAN
PROJECT
SITE
i
BENCH MARK TABLE:
USCS
Im DESCRIPTION ELEVATION r
1 6011 NAIL IN FLOWER POLE ®N.W. 4/b3.j0
CORNER OAK ST. &N. 19th AVE. ,
. •• SHEET INDEX:
60D NAIL N SIDE POWER POLE 75' EAST 475056 SHEET STREET STA
OF N.E. CORNER OF COVER WAGON TRAILER PARK N«�.... u s
60D NAIL IN POWER POLE ®NORTH- 4753.94 ° '° - z WS-1 SUMMARIES
SOUTH, EAST-WEST FENCE INTERSECTION
OF OAK ST. EAST OF N. 19th AVE. JJS-4 OAK STREET 0+00 TO 15+00
I '. 60D NAIL IN POWER POLE WITH 4769.16 NS-5 OAK STREET 15+00 TO 31+00
TRANSFORMER ®END OF EXISTING OAK ST. 'NS--6 OAK STREET 31+00 TO 44+52.52
425' FROM N. 7th AVE j� ''NS-7 N 9th AVENUE -0+50 TO 2+27
VICINITY MAP A-1 M'SCFLLANEOUS DETAIL SHEET
451t4'f
PREPARED BY:
2 GASTON ENGINEERING & SURVEYING
CONSIILTINC ENGINEERS & LAND SURVEYORS
BOZEMAN, MONTANA
AS-CONSTRUCTED 9-96 DWG 91-5059I
..NOTE TO CONTRACTOR: TYPICAL PAVEMENT CAP STATE PROJECT NO. SHEET
ALL COPPER ITTINGS TO BE ARE TYPE
•BLOW-OFF HYDRANTS SHALL BE NON-FREEZING,SELF DRAINING TYPE WITH A 6-5'BURY. 4'0 NON-SHRINK BACKFILL MIX
THLSE HYDRANTS WILL BE FURNISHED WITH A 2"BRASS BOTTOM CONNECTION,A NON-TURNING NON-SHRINK
WEIGHT/C Y AIy IPER MUO�PLANS
OPFRATNG ROD. AND SHALL OPEN 10 THE LEFT. ALL Of THE WORKING PARTS SHALL BE OF DATED: 5-15 93 MENT ANA STPU 1202(3) WS-.5
I HDN!E 10 BRONZE Df S!GN, AND BE SERVICEABLE FROM ABOVE GRADE 'NTH NO DIGGING. THE CEMENT- 0.45 SACK 42 LBS
WATER - 39 GA LONS 325 LB't
OI,!.I I `,IIALL ALSO BE BRONZE AND BE 2 1/2"NST, HYDRANTS SHALL BE LOCKABLE AND AIR(ENTRAPPED}- t_SR - - - - -
-TALI.BE VANGUARD "77 AS MANUFACTURED BY KUPFERLE FOUNDRY CO_ST.LOUIS.MO,OR APPROVED EOUA, COIF SE AGGREGATE
TAP FOR BLOW-OFF HYDRANT SHALL BE 2'FROM THE END OF THE MAIN$THE MAIN SHALL HAVE E1 MAX - SIZE 570
ST 1700 Ld:,
UC&IHRL,ST HIOCKING INSIAI IE D. - SAND(AM C-33) 1
NON-SHRINN BACKFILL
' NOT TO CONTACT PIPE.
,-I/2"NS'NOZZLE
M niNGI PB 2'; -NON-SHRIN1f BACKFILL
� ONA`IAT lfiS POST BURY).. TO BEGIN 4 ABOVE PIPE_
MAINTAIN 6.5'OF COVER
F" CONLIE IL-- TYPE 11 TRENCH EXCAVATION _ 23T-�I- 2D _ /- - P`OBQSRFDUCER
BILL FR POSTS IN ALL PAVED AREAS
_ ED
REMOVE EXISTING 8' CROSS _
&8'.12"REDUCER&INSTANT
36 NEW 12"TEE 10 E%I STININ BACKFILL W'H 24'MINIMUM 2_ Ip INSTALL 14 IEE W PLUG EXISTING B" DI A'ATEP
12 DI WATER MAIN W 1? P OPO E BO DI OVER TEAL &THRUST BLOCKING TO EAST MAIN TO BE
xl II.'. L.H'1'�N':-. 30"MAXIMUM TRENCH BOTTOM- P /
LUG 10 V(�Si ABANDON RED I RECONNECTED
4YPA80B BIDDING
TO EXISTING,
W/C ONCRE TEOPLUG /-12"%74 INC ASER OF SEWER MAIN.
rplllvly�L 14 a5'BEND
-REBAR TYP f (TYPICAL 4 PLACES 8.42' 1,51'
NON-SHRINK BACKFILL TO BE USED IN P.L'_ 45 3��4NInR `PROP05LD 15"SEWER PIPE 45 ( -
PAVED SECTIONS OF DEPARTMENT OF APPROXIMATE INV=474908 y /
M CGHWAY RIGHT OF WAY. 40RRI$ON&MAIERLE PLANS 33" 33'
36" (i NORTH 7Lh AVENUE CROSSING) j ( DATES. 5-13-IE 8"SOLID SLEEVE
-CONNECTOR
_7'_ 2 TEE 6.42 Mf41AIN MINIMUM
t(H )Hn ll;'N Lc W/•PLUG 1g VF R'�CA,.SEPARATION PROPOSED
fiB IWLEN OU ISIDE WALL 3 4 READY ROD WITH B"GATE VAL VF
M III ! p 1 f FACE TO ROAD BLOW OFF HYDRAN- NUN-SHRINK dAL,KT ILL SHALL BE USED IN ALL PAVED AREAS 3/4"READY ROD WITH TO OUTSIDE WALL BN 4'RE COATING EVERY
BITIMOUS COATING EVERY
`f IC, i-.TAMP -�� 8'. BARRIER POST NON-SHRINK BACKFILL SHALL BE POURED TO WITHIN 4.OF THE ASPHALT OTHER HOLE. OTHER HOLE.
`, SURFACING AND ALLOWED TO SET A MINIMUM OF THREE HOURS PRIOR TO 4.75'
M MINIMUM C
OVER PLACING ASPHALT.
a PLAN VICW
A.'`;Pf Clf lf.D 8o pD FLUFFING MAINGUT A SEM - IF THE ASPHALT IS NOT PLACED THE SAME DAY,SLURRY SHALL BE
FLUSHING HYDRANT ASSEMBLY POURED TO THE TOP OF THE ASPHALT,AND A MINIMUM OF THREE HOUR`. 14"CC 52 DIP /
--3/4-MINUS WASHED GRAVEL CURING TIME PRIOR TO PERMITTING TRAFFIC ON THE SLURRY; PRIOR TO LENG`M TO BE q5' 45' -CONCRETE THRUST BLOCK
\ DETERMINED IN
BASE MATE tIAL` PLACING THE ASPHALT SURFACING 4 OF SLURRY UT SHALL BE DETERMINED
IILLD (TYPICAL 4 PLACES)
II C NE BRA BOTTOM REMOVED,AND THE HE THE PAVEMENT SQUARE CUT TO A MINIMUM Of
CONNECT N WTI 'N AIf) ONE FOOT BEYOND THE TRENCH LINE 3/4•READY ROD WITH
--2""FRVICk I NNE 1YPI K\' FITTINGS NO( AN r BITIMOUS COATING EVERY
AN YE AIEU COPPER \, PIPE,USE nl BPA� f 'I E;�:. pASPHALT EDGES SHALL LAC ACING THE PERMANENT
IN TH A TACK COAT PRIOR TO 3/4"READY ROD WITH-- OTHER HOLE.
E 1 V .1 S COA-ING EVERY
- MJFIL P T' W-1 V01 LEE L'), CENTER ONE 20'LENGTH OF 11"
H 1H "J' F `FF. A',, A MINIMUM OF FOUR INCHES BE HOT ASPHALT SHALL BE USED FOR THE - NOTE:
PROF II F ViF W_ FO(I ,FIE PERMANENT PATCH. COLD MIX ASPHALT MAY BE USED AS A TFMPORAP Ct 52 DIP FVF NIr pl CROSSING REFERENCE CITY OF BOZEMAN
PATCH UNTIL HOT MIX l`,AVAIL AM F S'ANrARD DRAWING"02718-9
BLOW OFF ASSEMBLY NON-SHRINK BACKFILL (SLURRY STA 44+52.43 OAK STREET
WATER & SEWER MAIN CROSSING DETAIL
SCALE- N1S SCALE'. NIS ,
NI`H I,E AIL' ..i..:.'1 I:f,,. I. PLANT MIx
—
CRAUF CRUSHED TOP SI,-;I:-._
CR:ISHFD BASE 5. .. ASIPER MOST PLANS
IIIIfF��TII--��I I 2. S. /// DATED: 5-15-93
`,;_0' TAPE ON __
E
TRENCH EXCAVATION 7 0
FOR TYPE I TRENCH
TRENCH VARIES 3.5 5.- _ EXCAVATION
\L BEN1pNI TE/SOIL /-
MI X LURE-COMP AC TEB
H"HTHICKNESSLOAD
IN UT S,ON REAM 40 BRANS 3� Jam. ,3' \ / _ _TIT ,
HIGH LOAD INSUM NU', RFD IN MINIMUM -f 3• I\ MIX TONITE SOIL EE MAINTAIN 6.5'OF COVER
Of 3"OF 3/4 MNUS CRUSHED GRAVEL - // I
` 6" MIXTURE-COMPACTEED
PO WAIER1HTN 5 WRAP AROUND EXISTING --
WATER MAIN ,HAIL REMAIN INTACT, IF BEDIQING WITH
PONYWRAP IS TORN DURING ACTIVITIES. �` I ~� dEORING MATERIAL-.
AN IORI ORIGIN MATERIAL. SHALL BE REMOVED FROM 3.5'MIN op yy[[
HF TM EN T111 WRAP ANU PIPE DAMAGE TO WRAP -- OG$E WERRM MAIN
THAIL BC RI PAIRED W/POLYEIHYIENt TAPE 1!WATER �'
13'-O BELOW TRENCH EXCAVATION
TNT! UNDISTL:RRFD SDI:. OR REDROCv 8"45'BEND-
WATER MAIN INSULATION DETAIL - - I "°REBAR T P PIGAI.PLACE$)
- PROPOSED 15'SEWER PIPE
Scnrt Nib I
APPROXIMATE INV-4751 8
DQTE0�5.13M9 RUE PLAN
$
MAIN AIN MINIMUM
I`I AN M'* 1B VERTICAL SEPARATION
BETWEEN OUTSIDE WALL
TO DO TSIDE WALL
CONC RE E
THRUST BLOCK
C,N'[IItM A'J wl II I ,,H A�I I n..[ - � - - I - / (i VPICAI 4 PLACES)
L PI.A(:T S)
I _ „K L Sn,IL N::I ONOHAr.'OH No If 1 /
I IN TIE FIRE HYDRANT ASSI MHI' - B ..� , DP _l
I. W IEMA�N I_ 'F_'RL-LLD 1r .�Nly. SEE DETAIL BELOW. f DCTERMINED IN/ /
LENGTH TO BE
I. I w Av A AROI.NC J.... _-_- _ I I THE FIEI
_ 3/4"READY ROD EVERY
/4"READ"RO^ W'H'
,'kE ES, nEf)Gf S, Hl!SHF S, FI": OTHER HOLE
'T'M CUS COATING E'JER v'
I Ir N.. CENTER ONE 1O' NO IH Of ft
I.�. �r -5'DIP 1.1 N_ Al CROSSING'. NOTE:
M'JNtW HYDRANT f_LLLH CENTURION' REFERENCE CITY OF BOZEMAN
A STANDARD DRAWING"02718-9
w/CITY OF 802ON °
GTANDARD NOZ71F iHRE'AOS Q _
INSTALL PLUMB N111
E,LVAIIONS AS SHOWN PUMPER NOZZLE STA 41+85.76 OAK STREET
ON -I ANN OR 0.2' ABOVE FACING STREET rc y 3
TO'OF ,URH GRADE \\ O ADJUSTABLE SCREW TYPE < J .. 1 i _ N WATER & SEWER MAIN CROSSING DETAIL
VALVE BOX VATH LID ::ALI N!S
FINISH GRADE LINE
S -
UNDISTURBED-\ h
ARTH U
6.5'MIN COVER NEW 6"AUXILIARY IN ALL NEW CONCRETE
GATE VALVE,MUELLER THRUST BLOCK AT
CONCRETE TAP LNG OCA'ION -
1HPUSI yI OCK 6•HYDRANT PIPE
m7 2 GASTON ENGINEERING & SURVEYING
CONSULTING ENGINEERS & NAND SURVEYORS
_ BOZEMAN. MONTANA
TEE ON MAIN \WATEH MAIN SIZL VARIES r' (� PHASE
NTH REDUCER '�L..j,j'}4 :a.+'•L NORTHWEST WATERLINE
'* CURIO JOINT AS REWIRED FOR _ _ ----- �7 MISCELLANEOUS DETAIL
ARE)WASHED MANGE JOIN PIPE SPECIFIED
GRAVE „ AS-CONSTRUCTED �A-NY CTD F. 5 ?0-94 27-97
FIRE HYDRANT ASSEMBLY DETAIL BENTONITE SOIL CUT OFF WALL GNlC�FPDSY Rs" ORARFNGNO 91505DT3
hf;All: N.� ., 9-96 91_505
No
EXISTING 24"W.P.CA _ TRACT 4A I TRACT 48 STATE PROJECT NO. SHEE T
INTERCEPTOR SEWER MAIN PHILIP SACCOCCIA PHILIP SACCOCCIA
991 E.BEACH PASS CHRISTIAN.MS 39571 60'R/W I INSTALLED 1"CORP STOP ON SIDE OF
_ 13500' � R w 991 E BEACH PASS CHRISTIAN,MS 39571
R/W i MAIN 2 FROM END,ENDED MAIN W/ BENIONIIE/SOIL CUT OFF WALL
ELOCATED NEW 14" BENTONITE/SOIL R W 8"PLUG k THRUST BLOCKING AT 'L SEE DETAIL ON SHEET WS-3 NEW 14' MONTANA STPU 1202(3) WS-4
FIRE HYDRANT RIGHT OF WAY LINE(SEE NOTE 2). I BUTTERFLY VALVE O
BEN TONI TE/SOIL I FROM BUTTERFLY 7TERFLY VALVE O 60 RCP STORM DRAIN CUT OFF WALL NEW 14"
BUTTERFLY VALVES• STD C.O-B LOCATION I \ TRACT 3
CUT OFF WALL STA 1+50 S1D C.O.B LOCATION SEE DETAIL ON STD C.O.B LOCATION 79 PETER K NELSON
SEE DETA4 ON SHEET WS-J R�w 110281 BR DCER CANYON RD.
SHEET WS-3 - - - - - - BEN TONI TE/SOIL CUT OFF WALL EXISTING DITCH CROSSING R W BOZEMAN.MI.
SEE DETAIL ON SHEET WS-3 INSTALLED 1 CORP STOP ON SIDE R
_ REMOVED k REPLACED \ MAIN 2 FROM END-ENDED MAIN W/
40'DRAI�ASEMEN FUTURE CURB k GUTTER FENCING AS REQUIRED 8"PLUG!THRUST J3L OCKING AT PROPOSED
(' RIGHT OF WAY LINE (SEE NOTE 2) 19' f LIGHT POLE
L _ R/w-- 1 15• — _ _ R \ Q (SEE NOTE M)
• ____
• � RIM R W
W 20 CONSTRUCTION R/W
1• _ - - - - - _ - - - - - - - - - - FUTURE - - - NEW ti BUTTERFLY
NEW 14"BUTTERFLY VALVE SO' I CURB&GUTTER �/W VALVES C STD
I DO x NON-STANDARD LOCATION 3+� e.10 R/W -*/ � C.0.8 LOCATION
31 - W- -1
�°;- - 0+ . - 4f00 5+00 6+DOLL NEW 14"WE 52 DI-WATER
I 7+pp 8+00 W
2+00 �� - 9r 00 x 11400 50•R/W
R� W. OAK S r% -"" - - _ .� - _ �� jl 12+DD II II 13.00 31 14+D0 w 70•R/W vA --}� _ _ .I IFS--_ I+ I
ELEV- a753,5 I' - x--x _ • I f00.00• R/W
RM 7� - @ oa ea EXISTING DRAIN DITCH _ 1 5+pp -
- n x . _
-ss -- °te' ere_ oR orc __
x
EXISTING 8'• I - - -- �' - �____ ou 50 R/W
SANITARY SEWER - [-20'CONSTRUCTION R/W -R7`Vf -' -RfW- - -- - _- -_ s -
FUTURE CURB B CUTTER
s _ -_ t' _- - - -ss- - _
LIST
- _ _ SEWER MAIN PROPOSED LIGHT POLE J -R _IO•CON$TRUC i1pN R/W R 's� I • - R - - - - - - - - EXISTING .- EXISTING DITCH CROSSING i PAVED ROAD FOR TRAILER PARK SEE NOTE N4)- - -
05'R @ '7 R/ a - / - - - - - - - -- _ 20 CONSTRUCTION EASEMENT ( R
.- - - - �--RAW-- - - - _ \ BM 08A�� � _
E%ISTING 24•'$ANIIARY EXISTING LIGHT POLE EXISTING FIRE HYDRANT 0 2291'J -- -,R,/W�- ELEV 4750.56 EXISTING 21"
SEWER MANHOLE I - FOR TRAILER PARK 'a EXISTING OVERHEAD Q x- - - ROY I. WALTON SANITARY SEWER
RIM: 4737,5 EXISTING We ELECTRICAL LINE.
t 1
INV(N); 4718.44 R W _ /TRAILERS - PROPOSED CONCRt If- "
INV(E): 4719.3 R IV - APPROACH
PLANS DATED: 1/71 @ I I I -LOCATED 2"BLOW-OFF ON STUB 3.OFF RICHT OF~i
R/W I R I WAY I RJF FOR PRESSURE RELEASE PLUG h
BY TO kH
THRUST BLOCK TO SOUTH.
COVERED WAGON TRAIL- ER �!DAFRK
CONTRACTOR NOTE: XlsnNc 24' SEWER APPROXIMATE
L� DEPTH- 182'CONTRACTOR TO
1.ALL HYDRANTS SHALL BE LOCATED 3•BEHIND FUTURE CURB EXCEPT STA -0+46 WHERE HYDRANT ; FiF.D VERIFY
Q I$7•SODTH OF NORTH OF PROPERTY LINE!AT STA 37+00 WHERE HYDRANT I$4•NORTH
OF SIDEWALK.
2.INSTALL STUBS TO PROPERTY LINE WITH PLUG/CAP h THRUST BLOCKING. TAP FOR EITHER 1"
+� PRESSURE RELEASE OR 2"BLOW-OFF TO BE APPROXIMATELY 2•FROM THE END OF THE PIPE. LEGEND:
ON SIDE OF PIPE. E
3, 1"TAP CAN BE DIRECT TAP TO MAIN.2" TAP MUST BE MADE WITH BRONZE DOUBLE STRAP - -- =FENCE LINE - - -CREEK LINE
TAPPING SADDLE MUELLER 16000 SERIES, SI'!AN 1 -50' -. - -DITCH LINE PQ. =T.V. BOX
• P " �Dd =WATER VALVE ® =R/W MONUMENT
Z 4. FINISH GRADE AS PER RECEIVED HIGHWAY PLANS(MDOT)AT WATERLINE ALIGNMENT- PROFILE: ® =SANITARY SEWER MANHOLE =STORM DRAIN
DATED: NOVEMBER,1995
HOR17. 1"=50, z - - =WOOD FENCE O =ELEC. CONDUIT
5. STATION LINE MATCHES Moot PLAN DATED: NOVEMBER.1995 VERT, t"=5' XC=FIRE HYDRANT -n- =7ELEPH ONE LINE (UNDER GROUND)
w 6. BENTONITE\SOIL CUT OFF WALLS- CONTRACTOR SHALL NOTE THAT PROFILE STATIONS ARE El -TELEPHONE RISER =ELECTRICAL LINE
Z APPROXIMATE ONLY. THE CUT OFF WALL SHALL BE LOCATED IN THE FIELD AT A POSITION ve-=SIGN -.•- =UNDERGROUND T-V. CABLE
< a EQUIDISTANT BETWEEN WATER MAIN PIPE JOINTS AT THE APPROXIMATE STATION LOCATION. ]�esl =BLOW-OFF ASSE MBIY
n o a =GUY ANCHOR
7.CONTRACTOR TO REMOVE EXISTING 14"WATER MAIN FROM STA 1+61 TO 1+41 AND MSTALL NEW Y
I4"BUTTERFLY VALVE,14" TEE AND RELOCATE EXISTING FIRE HYDRANT AS-SHOWN, o =BEN TpNITE SOIL CUT OFF WAl
iw w 4
i
z o u
4760 o N�'^! -FlI ISHFD GRADE m n o o W a
F
- _ x
I`no ul In ? v� i
—-- - i + n 4755 �� _.�� _- w 4
u
-------- -_ ✓ �--_ ____ __ _ ___ _ _ _ - _ -_ - __ __ _ __ < o u a.1 FINISHED GRADE j
INSULATED 10'BOTH (SEE NOTE. @4)
SIDES GF CROSSING. MAINTAINED 6.5 CUVFR fRDNI - _ ___ -
PROVIDED 6"OF FINISHED GRADE rll'ICA- MAINTAINED 24 VERTICAL
SEPARATION FROM SEPARATION DEFLECT ASOP OF - -"- - -
4750 I 10 BOTTOM iOF ER MAIN NECESSARY
$CPARA ION DEFLECT AS INSULATLON EXISTING GRADE
MAINTAINED 24"VERTICAL <F
NtT Cf SSART I
EXISTING
ING DIP ExISTING 110 LF OF 14" 13B2 LF OF 14" CL S7 DIP Wq T SEPARATION DEFLECT VERTICAL _JI lr -
AS
_WA R MAIN CL 52 DIP WATER MAIN '- U 1J ER MAIN NECESSARY �/
4745 �'- z m OVERTICAL
w Kw.xw ia•a - -
-----_�----------�- 4 J u*m Ia'gompl>esa c«nss'.r.
. y : u MAINTAINED
2DEFLECT AS uira°w.�aAl e`o=,ou or�as.a•-o«
NECESSARY
__j n
3I 0
4740 a ° Y O L� sn u ;P: N r. �' �'�° o
07 LT
s
LA 6
Wo
4735I Wes. iz of ow ��
m sN o m n� �� �. Wes. rcW a < ma a�T eJ�
w nm zz r 3 z u; m" �a v v1.Y 'am i� own o l � o wo;� e�N
fj.0 ."- z ? �'
"n8 u as w i
m
4730 c' x $z `�1^ o Is zw z� aJ �n 3 WJ gW g� kQ nw m3 ��"o A C' f Iy) • vlwo om6n 3 v1a w4 ! z nz` q + oa t r'F.r�nr v`Ifm fwnm
z
1`T In a n a<W N o ,i.`17 :oo v:
N ns �_ Few t r,3 F m ' +�o d o - SS'�` rn
4 a N Ue vlsLl
472
<n `4N
3 -
5
�O
Z _
m 1 s+oo
GASTON ENGINEERING & SURVEYING
BOZEMAN, MONTANA
47201 N N
NORTHWEST WATERLINE EXPANSION
A 11-23-93
AS—CONSTRUCTED DRAWN BY:C7p I yj �: 9-1 994
CHECKED BY W. OAK STREET REVISED: g-1t-94
APPROVED BY:GG STATION: -0+50 TO 15+00 RENs6D: 1-9-96
ATUN ELEV REVISED: 1-21 96
4975.00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 REMSEo: 7-22-97
PROJECT: DwGP 91505PH8
LEGEND: STATE PROJECT NO. SHEET
-.-- -FENCE LINE - =CREEK LINE
-- - =DITCH LINE aQ =T.V. BOX
�D4 =WATER VALVE ® =R/W MONUMENT MONTANA STPU 1202(3) WS-5
TRACT 3 (D =SANITARY SEWER MANHOLE ❑ =STORM DRAIN
PETER K. NELSON -cl =WOOD FENCE O =ELEC. CONDUIT
LOCATED 2'BLOW-OFF ASSEMBLY ON STUB V�-T� FIRE HYDRANT
FOR PRESSURE RELEASE.PLUG 10281 BRIDEM CANYON RD. Wo -^•- =TELEPHONE LINE (UNDER GROUND)
h THRUST BLOCKING TO SOUTH, BOZEMAN,Ni n -TELEPHONE RISER — =ELECTRICAL LINE
(SEE NOTE p2) -°"
x -SIGN =UNDERGROUND T.V. CABLE
d =GUY ANCHOR =BLOW-OFF ASSEMBLY
20 RUCTION EASEMENT
BENTONITE/SOIL CUT OFF WALL
SEE DETAIL ON SHEET WS-J =H 10'CONSTRUCTION EASEMENT E NTONITE/$OIL CUT OFF WALL
20'CONSTRUCTION EASEMENT LOCATED I'CORP Sipp ON STUB hOR PRESSURE
-R'fW-- 14'BUTTERFLY VALVE 19— J L REIFASE PLUG h THRUST HI OCK
TO NOR IH LOCATED I`CORP STOP ON STUB FOR PRESSURE I BLOCK 3
-- O STD C.O.B LOCATION SEE NOTE p2 REIFASE.PLUG k THRUST BLOCK TO NORTH. TANGES ADDITION
— — — REMOVED trREPLACE — — — -- BENTONITE/SOIL CUT OFF WALL SE NOTE p2 I I
_ FENCING AS REOUIRED SEF DETAIL ON SHEET W5-3 r 30'CONSTRUCTION EASEMENT
W _ — — — _ _ rl
- -- -R2W— I4'BUTTERFLr VALVES -_ I PROPOSED LIGHT POLE
5+00 15+00 0 31• I4`CL 52 DIP WATER MAIN O STE COB LOCATION r (SEE NOTE p4)
_ 1 I BEN TOFF WALL
17+00 I8+00 50 --1■-- f 14'BUTTERFLY VgIKS CUT OFF WALL
O IX 1 +00 FUTURE CURB k GUTTER K, --- - _ _-- 1 STD C.RF LOCATON SEE DETAIL ON
20+00 21+DO -.-_ --—_= --_ _ _ _ _ SHEET TAIL
27+00 ___.-_-_ _ —
'Ij�'-- 23+00 IN -- R W _
- 10'MINIMUM CLEARANCE I 74+0U 31' 75+00 50' /
eA. FROM SEWER MANHOLE FUTURE CURB AT GUTTER - 76+00 "+00 W
55-_ ns���- mr_�-
— W. OAK TREET —�— 28+00
a OO
31+00
EXISTING 24'-- -- —RtW- _- __ _-�-� e' °�----•'^ PROPOSED LIGHT POLE
(SEE NOTE p4)
SANITARY SEWER 10'CONSTRUCTION EASEMENT -- — -___—� ------�
ROY T WALTON -_ �J -- -_ __ _- _f1 ---__._=oe` me �— --•n.�
ROY T.WALTON -�• fW/� --
% 30'CONSTRUCTION EASEMENT 20'CONSTRUCTION EASEMENT
i� LOCATED R BLOW-OFF ASSEMBLY ON STUB �T
` FOR PRESSURE RELEASE.PLUG Jr 150'CONSTRUCTION EASEMENT -- —
GALLATIN COUNTY I'Ta, k THRUST BLOCKING TO SOUTH. 20'CONSTRUCTION EASEMENT p
(SEE NOTE 02) I ��20'CONSTRUCTION I 'L
L �— EASEMENT
CONTRACTOR NOTE: L}' � � 30'DRAINAGE
EASEMENT I ELEV= 4I53.94 --1. ALL HYDRANTS SHALL BE LOCATED 3'BEHIND FUTURE CURB EXCEPT STA-0+46 WHERE HYDRANT LAURA MAY BRUN TDN I
IS 7 SOUTH OF NORTH OF PROPERTY LINE✓k AT STA 37+00 WHERE HYDRANT IS 4'NORTH LOCATED 2'BLOW-OFF ASSEMBLY ON STUB 2'OFOF 10'
RIGHT OF WAY. PLUG I OF INIllh AVE CONSTRUCTION EASEMENT
WALK h THRUST BLOCKING TO SOUTH.
2.INSTALL STUBS TO PROPERTY LINE WITH PLUG/CAP 3 THRUST BLOCKING. TAP FOR EITHER I' SEE NOTE 02
PRESSURE RELEASE OR 2-BLOW-OFF TO BE APPROXIMATELY 2'FROM THE END OF THE PIPE.
N Of PIPE.
MARY FRANCESSCA PALFFY I ROY D.HAUSER
3. 1 TAP CAN BE DIRECT TAP TO MAIN.I' TAP MUST BE MADE WITH BRONZE DOUBLE STRAP SCALE.
PLAN: 1`=50'
TAPPING SADDLE MUELLER 16000 SERIES.
1. FINISH CRAVE AS PER RECEIVED HIGHWAY PLANS(MOOT)AT WATERLINE PROFILE:
ALIGNMENT. HOR12. 1'=50'
GATED: NOVEMBER, 1995
1'=5'
5, STATION LINE MATCHES MOOT PLAN DATED: NOVEMBER, 1995 VERT.
6. BENTONITE\SOIL CUT OFF WALLS-CONTRACTOR SHALL NOTE THAT PROFILE STATIONS ARE
APPROXIMATE ONLY. THE CUT OFF WALL SHALL BE LOCATED IN THE FIELD AT A POSITION
EQUIDISTANT BETWEEN WATER MAIN PIPE JOINTS AT THE APPROXIMATE STATION LOCATION.
4765 <
3 gq
I 4
4760 I _
~` z
I
<s
FINISHED GRADE (SEE N0i[ pq) _ O
,55
~O
___---lr--.-.___T.__
✓I <
4750I I _--. Mr... �f, r. •, . r. _ EXISTING GRADE
Z
EXISTING GRAU,
_ MAINTAIN 24'VERTICAL
5PE A RA TION DEFLECT L E C t AS i � +
NECCE SSARY MAINTAIN 21`VERTICAL
4745 16U0 LF 14'(X 52 DIP WATER MAIN _ J SEPARATION DEFLECT AS
b
x / T NECCE5T4gRY;
NSo -
rr,
4740.
O r N F to
�� nii pZ< �3 Op rf- ifN .2 ur �m 20< yf O ZN
I
<F oN Q�x E Y~ ; o>z,
zpez aii awo o m >o aoa
4735 I i'11 ow I�n3 u< rc`" m m •o�' o a�u mo..(, „� ns m'F.
z m z ,,,^ obrm mow ry>Om o 0 0
~"j - T a :av �> .WmNF 'O1'Iwvr mpy
IT.
as =3 :m' =Fy. - In or<F 3w.
+ N m< r> In oo Inm �Itz'J'i as n`3n
ea Wo �o
4725fir' 2B+00 29+00 30+00
31+00
i
3 pLC
t> e n♦r
m� I
"�Nmw GASTON ENGINEERING & SURVEYING
��-a7zo, � a� `p ---"r
BOZEMAN, MONTANA
NORTHWEST WATERLINE EXPANSION
AS-CONSTRUCTED 9-96 DRAWN BY GR n-2-4
REVISED;7-2-94
DATUM d'L6V CHECKED BY:RSM RENSm.5-II-94
RE VISED:I-I t-94
lf73.OD 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 - _
APPROVED BY:GG W. OAK STREET REVISED:I-9-%
23+0o za+Do zs+oD z6+00 „, STATION: 15+00 TO 31+00 RSEEM�';:92-1i
-- -_ _ PROJECT: 91-505 0WC 91505PH9
- -- -�— - - _r --4
I
RED,ROD+21CAI
14 TEE THRUST LOCKING
INSTALLED 1'CORP STOP. EXISTING THRUST BL ,
END MAIN W/8"PLUG UNDERGROUND TE VALVE �l4 q'�
BLOC K 3 EXISTING UTILITIES ALVEs (T STATE PROJECT N0. SHEL i
PLUG k THRUST BLOCKING TO NORTH. UNDERGROUND 3 PLACE 'REDUCER
TANGES ADDITION SEE NOTE2UTILITIES .14� -'f%ISTING 8" REOI R00 k THRUST BLOCK
14.8'REDVCER
WATER MAIN BLocK 2 4 TEE e-cATE VALVE MDNTANA STPU 1202(3) WS-6
4D' DAYS INN SR= 4•30'CONSTRUCTION EASEMENT lF'pRAINAGE I LOT 2 CARWASIHRVST
ESEMENT 30' BUTERFLOCKIN I DEL IL t2
CONSTRUCTION I VALVE DETAIL LL1 I7D.o .
EASE ENT 175'CONSTRUCTION EASEMENT s L INSTALLED 14 TEE W/14'X8"REDUCER k 8'GATE
INSTALLED 14'/EE W/14%8" R/WI VALVE W/BOX k THRUST BLOCKING.INSTALLED 73 LF
19r 45 I LICJI�POLE I 14OSSED "BUTTERFLY VALVES �' \ REDUCER k 8'GATE VA,.VF W/ I OF B'DIP k RECONNECTED 70 EXISTING 8"DIP MAIN.
(SEE NOTE/44 Z f O STD C.O.B.LOCATION 15'CONSTRUCTION CASEMENT BOX k THRUST BIDCKING.RECONNECTED (SEE DETAIL/2 THIS SHEET)
L -- 10• 10, BLOCK 1 EXISTING B'WATER MAIN TO NORTH W/ '� I INSTALLED 22-1/2'BEND w/THRUST BLOCKING
'�- I 20 I 14- CONSTRUCTION�,i
LOT 6 A 8"SOLID SLEEVE CONNECTOR. EX.LIGHT POLE
-1 FEE--- EASEMENT R ABANDONED EXISTING 8"WATER MAIN TO'SOUTH. I TYP BUO RL ACES SIGNAL POLE III/GUY WIRES SEE NOTE /9)
�_ I (SEE DETAIL AI THIS SHEET) 3 EAST k WEST
NEW LOCATION FOR EXISTING FIRE HYDRANT
Ly tg[{ OF TEE m 14'BUTTERFLY VALVE
WASH I POLEI SE EXISTING FIRE HYDRANT RELOCATED
31+00 R��W R>`W` INSTALLED 14'TEE W/19'%8'REDUCER TO NORTH.
32+00 W __ PROPOSED 8'SEWER LINE TO RECONNECTED EXISTING 8"WATER MAIN
34+00 W/8"SOLID SLEEVE CONNECTOR k
100'R/W 33+pp' 31 FUTURE CURB kGUTTER- 45'R/W W �� 1 MOTE 10 BE INSTALLED.REFERf NCE
W -,R„ MORRISON k MAIERLE PLANS 8'GALE VALVE i0 NORTH
I 38+pp 31' Q SEE DETAIL SHEET WS-3
-17 __ T EXISTING 6"SE 39r00 O+00
35+DTI - _ I1+00 - POLE AL 42+pp 9 5' _ ❑ REPLACED 4}L F.OF EXISTING 8'DIP
FUTURE CURB k CUTTER -�— - III/ Nt TH NEW 1i CL 52 DIP
OAK STRd WEr-. ; —. {_- GUY WRE5
50'R/W E NOTE/9 ~ PROPOSED MANHOLE AS PER MORRISON k MMERLf
SERVICE TO
as W ao 14+ RIM ELEV 4))=4 8.
NV
47
30'DRAM EASEMENT I „ W- --zz� ---- _—--uPI AN iFH-- - -,_ '- _ ' _ _-15"IINV W)-4748.57
_ DAYS INN �
A.s - INSTALLED it-I/4' NO- - E%15 rIN�15"-$,$ 4 g N/JOINT DEFLE ON B NV(5)=471698
DO
_ 50'DRAINAGE EASEMENT J - �q�y;���� 2a.00 SEWER MAIN CROSSING BAR 5 �P'Ol�fi� APPROXIMATE INV= 4749.08
WATER MAIII 4- SEE DETAIL SHEET WS-3
10'CONSTRUCTION EASEMENT SIGNAL
— Ir PROPOSED LIGHT POLE A / i L 1 _J SEE NOTE/4) OE TEC70R I EXIS NG VALVE SEE CONTRACTOR NOTE i7
10'CONSTRUCTION EASEMENT PROPOSED 5'CULVERT 30• ( -BM t0A _ LOB 1 i �_(SEE NOTE NOTE/4) CONSTRUCTION ELEV = 475,594
EASEMENT I \ I --yT---" - (SEWER MAIN TO BE ABANDONED)
L1J z _EXISTING 8'D.I.WATERMAIN k EXISTING SEWER MAIN CROSSING.APPROXIMATE
--w ROYAL
IHC THREE VALVES HIGHLIGHTED DEPTH- 1.85'.
19 --� \VISTA
O I A L PROPOSED MANHOLE AS PER MORRISON k MAIERLE-- il� ARE ABANDONED. 4 CONTRACTOR TO REMOVE EXISTING 15-
\/I TA HIM ELEV 476300 PROPOSED 15"SEWER MAIN-- -r (SEE PER SPECIFICATIONS) APPROXIMATE LOCATION SEWER PIPE AS NECESSARY TO MAINTAIN
I 15'IN (Cj 4754.37 1 eo.-EXISTING k 8"WATER MAIN CROSSING
f 15'INV(W)=4754.47 SEWER SERVICES TO w; I OF EXISTING 3/4" TWE 6.5'COVER OVER WATER MAIN ONCE EXISTING
4 APPROXIMATE SEWER INV=4751 89 COPPER SERVICE SEWER MAIN IS ABANDONED.
7-Y 8"INV(S)=4754.97 SCRUBBY'S CAR WASH SEE DETAIL SHEET WS-3 ABANDONED.
+o I v, LL-I EXISTING B"VALVE SEE CONNECTED TO EXISTING 12"DIP MAIN
CONTRACTOR NOTE /7 REMOVED EXISTING a"CROSS k B'X12'REDUCER k INSTALLED
REPLACED EXISTING 6"TEE W/5-CROSS I REMOVED EXISTING 8"TEE.ABANDONED MAINS TO EAST 12-TEE W/14-X12-REDUCER k 12-SOLID SLEEVE k
19 k WEST W/CONCRETE PLUGS.RECONNECTED N CONNECTOR TO EAST k 12"PLUG TO WEST. ABANDONED
�i iA ez+l TATI N I F T T TM
INSTALLED 19 lF 0 1 EXISTING 8"MAIN TO SOUTH TO NEW 8'MAIN TO NORTH AS PER MDOi PI ANS DATED: JUNE 15,1993 EXISTING 8"WATER MAIN W/CONCRETE PLUG TO WEST.
6'CL 51 DIP
W/8-SOLID SLEEVE CONNECTOR. SEE NOTE/8 INSTALLED THRUST BLOCKING ON ALL FITTINGS.
TO WEST R/W LINE SEE.DETAIL SHEET WS-}
W/1'CORP STOP
k THRUST BLOCKING. - \\ REMOVED EXISTING 8'CROSS INSTALLED 2'TYPE K COPPER WATER SERVICE
SEE NOTE/2
LEGEND: z WE S r REPLACED WTH 12'TEE
SEE DETAIL SHEET WI
-,- -FENCE LINE - - =CREEK LINE i /R^ \ z CONTRACTOR NOTE:
-e =DITCH LINE �Q =T.V. BOX 19. (,/ SCALE:
�D4 -WATER VALVE ® =RAW MONUMENT 'r \ PLAN. 1"=50' 1. ALL HYDRANTS SHALL BE LOCATED 3'BEHIND FUTURE CURB EXCEPT STA-0+46 WHERE HYDRANT
PROFILE: IS 7'SOUTH OF NORTH OF PROPERTY LINE k AT STA 37+00 WHERE HYDRANT IS 4'NORM
® -SANITARY SEWER MANHOLE ❑ =STORM DRAIN HORIZ. 1"=50' OF SIDEWALK
-a- -WOOD FENCE O =ELEC. CONDUIT
V=FIRE HYDRANT - - =TELEPHONE LINE (UNDER GROUND) VERT. t"=5' 2. INSTALL STUBS TO PROPERTY LINE WITH PLUG/CAP k THRUST BLOCKING. TAP FOR EITHER I'
❑ -TELEPHONE RISER -Au- =ELECTRICAL LINE PRESSURE RELEASE OR 2'BLOW-OFF TO BE APPROXIMATELY 2'FROM THE END OF ME PIPE,
-SIGN - - =UNDERGROUND T.V. CABLE ON SIDE OF PIPE.
a =GUY ANCHOR =Y BLOW-OFF ASSEMBLY NON-5HRINK BACKFILL FROM 3, 1" TAP CAN BE DIRECT TAP TO MAIN.2'TAP MUST BE MADE VAIN BRONZE DOUBLE STRAP
- `STA 41r56 TO STA 47r70 TAPPING SADDLE MUELLER 16000 SERIES
=BENTONITE/SOIL CUT OFF WALL N J CONTRACTOR N01E'. WATERMAIN OFFSET 14'SOUTH OF NORTH RIOHT OF WAY LINE FROM_STA 35+20 TO 41+26
O0 4 FINISH GRADE. AS PER RECEIVED HIGHWAY PLANS(MOOT)Al WATERLINE ALIGNMENT,
TE
DATED NOVEMBER,1995
5. STATION LINE MATCHES MOOT PLAN DATED: NOVEMBER, 1995
I • 6. BENTONITE\SOIL CUT OFF WALLS- CONTRACTOR SHALL NOTE THAT PROFILE STATIONS ARE
STA 1+ 4+17 C 1FACTOR DEFLECTED WA R MAIN A�NFC�SAR TO INTAIn -i
APPROXIMATE ONLY_THE CUT OFF WALL SHALL BE LOCATED IN THE FIELD AT A POSITION
EOUIRE DEPTH NOTE Id'WNTFR MAN INV FlL-V O TA 32+59 4 40.63 ' EOUIOISTANT BETWEEN WATER MAIN PIPE JOINTS AT THE APPROXIMATE STATION LOCATION.
Nw _ FINISHED GRADE
_ (SEE NOTE/4) 7 VALVE MUST BE PRESSURE TESTED PRIOR TO CONNECTION OF NEW MAIN.IF PRESSURE TEST
4765 aom --___ INDICATES LEAKAGE THEN A NEW VALVE MUST BE INSTALLED AT POINT OF CONNECTION
EXISTING GRADE TO E%ISTING MAIN.
si FINISHED GRADE _ x 8. TEMPORARY WATER SERVICE WILL BE REQUIRED FOR CUSTOMERS NORM OF OAK AND WEST
(SLE NOTE'04) -' -- __ +o OF NORTH 71N AVENUE DURING CONSTRUCTION OF IMPROVEMENTS TO EXISTING WATER MAINS
MAINTAINED MINIMUM 6.5'COVER FROM FINISHED GRADE TYPICAL _ AT INTERSECTION OF OAK STREET k NORTH 7t6 AVENUE.CONTRACTOR SHALL SUBMIT PLAN
- -_ 10 ENGINEFR'S PRIOR TO PRECONSTRUC710N MEETING.
1760 i A9. SUPPORT POLE DURING PIPE INSTALLATION.REINSTALL ANY GUYS THAT WERE REMOVED.
10,REMOVE AND RELOCATE POLE.
of
+; hx'S LING GRADE 1357 LF pF I
w I CL INSULATED WA iFR MAI.FROM 57 D WATER MAIN
.- IP -1- �_-_-
ST 32T 2 1 D
TO 33G To /
PR♦VENT FREEZING.MANTAINED /
4755 6'SEIPARA ON BE WEEN 4+ATER / `''
$ULATD TO SIDES OF CROSSING
MA k INSULATION. )T!
�I
I
t3 y l o J
4750
- / MAI 7ANEO'MINIMU 18'
VER ICAL SEPARATION j M; .- a i y O a - O
IY o w o oz
° rlm NIF
IN ER SING i0
�'1I$p'OSS b ¢
0' DMSD S TO IT V a Zi2 mm - 5 V LOuQ �2 �Jp�
4745 PRE NY FREEZING m''A,11
,
y 31O IZ. Z wv 5
x -:�>Oz x2 2 O 2
V1
m m2> _7> r w IF >ma NIN< m '�wzV < mwt�0 b y a O mtt i 2 z m W\N^ �Z 41 a O<
4740 mz \2 S� ;Zw w' _ 4 ¢3r4 u1 Z ~Yu,
�� a k� �?�vzl '>' <lo�� - arci� `J''i
o mo �� i +.- s° m > m.. �;s u ma .. a ap_F " .F
alb A, : m.;iu zzz
rc °boa aIs oNW3
w O a. z y
N a a wocl x"' w mY � :s aF1 �'rc 41 F
nN roj
4735 5'' '; Ili 'OF z �`yi: �Jso imp N a aWOzo
n z`5' aYi ,oa - i Ins
�•�3 u4J r+ �i� � - m4'�W z�N mew• l I�
44+00 :4-,
'1• p'.
4730 � w � <iLi
2� Nz ��• oz _
<z Liz xdi' m z vl
SN
GASTON ENGINEERING & SURVEYING
2�4II�u(U _ � wqw
�_ awl N$m weo; W �m BOZEMAN MONTANA
4725 <y z NORTHWEST WATERLINE EXPANSION
9 o„ g
IL}-93
AS-CONSTRUCTED 9-96 _; = �� +' oQ DRAWN BY CTD �. �
>�W; az°o �bo m° CHECKED BY:RSM OAK STREET t
VAnIMMJV - .9oa NJN ��n� N m� APPROVED BY:CC STATION: 31+00 TO 44+52.43
PROJECT: 91-505 91505Ni0
♦7P00031+00 32+00 33+00 34+00 35+00 36+00 -.I.-, I.�. 3?+:�' 40+GO m41+00 42+00 43+DO DWG T-ss
BM IDA STATE PROJECT NO. I SHEET
ELEV= 4769.16
4765 4760 MDNTANA STPU 1202(3) WS-7
LEGEND:
2
-•-- =FENCE LINE -a- =CREEK LINE m
=DITCH LINE n =T.V. BOX Fwl$HCD GRADE u
ROYAL VISTA z �N -WATER VALVE ® =R/W MONUMENT 4760 < 4755 4z / FINISHED GRADE
14' ® =SANITARY
SUBDIVISION SEWER MANHOLE o =STORM DRAIN Vic
�1 —o— =WOOD FENCE
x m W O =ELEC. CONDUIT IS'CONSTRUCTION EASEMENT �-�! I I �• � �=FIRE HYDRANT -4- =TELEPHONE LINE (UNDER GROUND) � LXIStING GRADE +�
Z n =TF LEPHONE RISER --".o- -ELECTRICAL LINE v s
=SIGN EXISTING GRADE
-- =UNDERGROUND T.V. CABLE
BLOCK 2 10'CONSTRUCTION EASEMENT
Q =GUY ANCHOR =BLOW-OFF ASSEMBLY 4755 4750 -
LO1 2 IA
EXISTING FIRE HYDRANT " DO / �-
LOCATED E BLOW-OFF ASSEMBLY FOR I I I INSTALLED NEW 6"
MAINTAINED 6.5'OF COVER MAINTAINED 6.5'OF COVER
PRESSURE RELEASE,.SEE NOTE. N 9th A '" Z GATE VALVE 4/SO 'ROM FTNISCEAD GRADE 4745 FROM FINISHED GRADE
PLUG h THRUST BLOCK.SEE NOTE/2 ^ NON-SSANARD LOCATION YYPP I TYPICAL
r _ _ VENUE 1 U
t+DO 7r
2+00 2+50 E%ISTING 6"DIP WATER MAIN DIP 8'
14"BUTTERFLY MLVE W W _ i k GATE VALVE.SEE NOTE 1116 121 IF OF 14"CL$2 WArfR uAiN51
STD C-O.B-LOCTION � _ DIP WATER MAIN
��DM 4745 I 4740 z
T; IY�
E I 3 g I I 6"GATE VALVE Y ooa o�� O< 4I
F- STD C.O.B,LOCATION
n LLJ Imo. m p = a o oT ln'l
30'CONSTRUCTION EASEMENT 4740 4735
75'CONSTRUCTION EASEMENT --1 N I OCATLO I"CORP STOP FOR
PRESSURE RELEASE,PLUG @ THRUST BLOCK.
SEE NOTE /2 ;� 3 Gm 3 ;otn
19'--� Q I`50'DRAINAGE EASEMENT u 3N g
~zw o 0
O a F1ARK 4735 .� F x n 4730 '-� mo L _ - a
oY w fmw y.'lo
w
FUTURE CURB h GUTTER---} I oo I_I
„ I I FUTURE CURB:GUTTER 4730 4725
30'CONSTRUCTION EASEMENT -y— > I I �i�W
I.
ri �� al., _ 11 OZ
DATUM ELEV DATUM ELEV �
f I I ��_- _ ^��;�
47275 -0+50 0+00 N 0+90 4722.5 -0+50 0+00 m 0+90
CONTRACTOR NOTE: SCALE: SCALE:
10'CONSTRUCTION EASEMENT 2. INSTALL STUBS TO PROPERTY LINE WITH PLUG/CAP 8 THRUST BLOCKING TAP FOR EITHER OAK STHL"LT STA /+4B.33 PROFILE: OAK STIPF.E7'STA /1+69 PROFILE:
1"PRESSURE RELEASE OR 2"BLOW-OFF TO BE APPROXIMATE 2'FROM END Of PIPE, IIORIZ. ""-50' HORIZ
40'DRAINAGE EASEMENT ON SIDE OF PIPE VERT I 5' VERT. "=5'
I' 30'DRAINAGE EASEMENT 3.1"TAP CAN BE DIRECT TAP IN MAIN, 2" TAP MUST BF WITH BRONZE DOUBLE STRAP TAPPING 4765 4765
SADDLE MUELLER 16000 SERIES.
7"
SCALE: 4 FINISH GRADE AS PER RECEIVED HIGHWAY PLANS(MOOT)AT WATERLINE ALIGNMENT. z
PLAN: 1"=50' DATED NOVEMBER.1995 INSULATED WATER FROM 4765
PROFILE: 5. STATION LINE MATCHES MOOT PLAN DATED 1995 NOVEMBER, - STA 0+10 10 STA 0+50
HORIZ. 1"-50' _N
VERT. 1"=5'
6. VALVE MUST BE PRESSURE TESTED PRIOR 10 CONNECTION OF NEW MAIN.IF PRESSURE TEST aU 4760 s
<"
T OI CASES LEAKAGE THEN ANEW VALVE MUST BE INSTALLED AT POINT OF CONNECTION
4760
TO EXISTING MAIN
FINISHED GRADE rc
FINISHED GRADE ''tFROM
FINISHED GRADE
? 4760 FXISTING GRADEEXISTING GRADE %ISTING GRADE
4755 4755m47704755MAMTAINED 6.5'OF COVER
FROM FINISHED GRADEi a750 --� TwICAL / a750+ I. 79 LF OF 8"CL5tIl MAINTAINED 6.5'OF COVERGRADE
PROPOSED FINISH GRA 3 47rJ0 --�f TMICAL 15 LF OF 8"CL 51 OG COVER
4765 .. ` DIP WATER MAM FROM FINISHED GRADEm AS PER STATE OF MONi NACROSS SECTION'SHEET 10 I DIP WATER MAINM-1202(2) 16 LF OF 8"CL 5180 LF OF 8"CL 51
oDIP WATER MAIN- 77 LF OF B"CL 514745 - MAINTAINED MINIMUM OF 1B 4745DIP WATER MAIN
4760 _ _ _ ` i`EXISTING GROUND Nz� o� VERTICAL SEPARATION DIP WATER MAIN
_�_.. _ 4745
4740 Ia< z x k z z 4740
o o 0 0 o wo
mo mfzN�N m o Ns
4755
C XIS7' w x``I m 4740 ; lw
. ?'ZN
2701E OF 6"CL 51 DIP WATER 11NF 6"DIP MA MAIN y
4735 y
4750 r om wm � oN of �I m ? C 4735
'^" '•< ' W?W z411t �o a 4735 ml I¢'W mo p '�A• 5 mo
4730 '�
ox a z3_• i`••` �.,aorc. zr�L 4730
4745 -
zw Inm �sNz so eo 0 4730 No +o +4f� mw � y limey o o
W.i IL /" _
DATUM ELEV DATUM ELEV �, i ((ll DATUM ELEV
4740
472 -0+50 0+00 w 0+50 47275 -0+50 NO+00 m ~0+50 47250 -0+50 N0+00 m0+50
00o SCALE: SCALE: SCALE:
Jz ` OAK STREET STA 19+73 PROFILE: OAK STREET STA 23+19t6 PROFILE: PROFILE:
goo DAK STREET STA 2B+73 41
m z�v+ +� i 3w? HORIZ. 1"=50' HORIZ. 1"=50' HORIZ. 1"=50'
i� •-; ,:j: VERT. 1"=5' VERT, 1"=5' VERT. 1"=5'
4735 GASTON ENGINEERING & SURVEYING
. � r o c �, a z
m BOZEMAN, MONTANA
>f$tr NORTHWEST WATERLINE EXPANSION
DATUM ELEV
4730.00 0+00 1+00 2+00 DRAWN BY:CTD
AS-CONSTRUCTED 9-96 N 9tH STREET REwsEu atz_923-93
APPROVED BY:RSM STA -0+50 TO 2+27 RE"„.p;12 ;,
CHECKED BY: GMC REWSEo-I-9-v4
OAK STREET Z'1111'e
ROJECT //gt-505 STA 44+5243 aEWSEo 7-1z-sT
DWG.