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ROADS , STORM DRAINAGE , WATER SYSTEM ,
& SEWER SYSTEM IMPROVEMENTS
LOCATED IN
BOZEMAN, GALLATIN COUNTY, MONTANA
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BOZEMAN, MONTANA 59715
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1 OF 6 TITLE PAGE
y ° 2 OF 6 UTILITY SITE PLAN
PREPARED BY. 3 OF 6 GRADING PLAN
z 4 OF 6 MAIN ACCESS ROAD PLAN AND PROFILE
Z GASTON ENGINEERING & SURVEYING W. Main St, Mendenhall St. SEWER MAIN PLAN AND PROFILE
5 OF 6 WATER MAIN PLAN AND PROFILE (A—LINT
CONSULTING ENGINEERSk LWD SURVEYORS Babcock St
ROZEMAN, MONTANA - - - 6 OF 6 WATER MAIN PLAN AND PROFILE (B—LIN1
REVISED 5-31-96,8-7-96
DATE.2-15-96 DVGA 94-525-T.DVG
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CONTRACTOR NOTE: .A tx
-_—n'- -•_ " - -m' ,:- _ o;--_ E%ISTING UNDERGROUND INSTALLATIONS k PRIVATE - O0SAN0 w°Avd°1T
_.
(A-l�� L_J r-�- UTILITIES SHOWN ARE INDICATED ACCORDING 1b THE _
T- AA 0f00.6(B-l1q r, i _ _---T L J BEST INFORMATION AVAILABLE TO THE ENGINEER. THEY OF SUCH "ter ^r
L J NISTML K TEE ,I-I INFORMATION. SERVICE DOES NOT LINES GUARANTEE
POKER TCV.,TELEPHONE) ______
MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. umrT u�
A—LINE WATER MAIN "D «CONTRACTOR TO VERIFY ALL DEPTHS AND CALL
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR
A—LINE WATER MAIN IMPROVEMENTS PLAN EILACT LOCATIONS.
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< BOZEMAN, MONTANA
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DATUM ELSE UNIVERSITY CONDOS
485000
d a WATER IMPROVEMENTS
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+ � REVISED- 5-31-98.6-24-96,8-7-96
CTD DA�
DRA ON BY. 2-15-96
0+00 1+00 2+00
3+00 .+oo s+oo s+aa 7+00 a+oo 9+00 m+oo 11+00
, .
A—LINE WATER MAIN IMPROVEMENTS PROFILE A S CONSTRUCTED 19971 CHECKED 8Y. MG ORAnrac No.: 94-525P1
SCALE:
NORZ; T'-50' 94-525 sHFFr 5 of
VERT.: 1'-8• ./OB ND.:
A—LINE
WATER MAIN STA 0+11(8-UNE)-
SM OUT 6 OF 6 STA 3+811,11(A-LINE) B—LINE WATER MAIN
A 0+18.3 INSTALL 8•TEE
A 0+20.3 WALL
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-_ RAC1p CONNEMM POINT
CONT t 70 FELD%9WY IEsom
B i CONNECTION POINT&WE ALL
NECESSARY 7RAN 700 FOR CONNECTION.
CONEC110N TO CON f r GATE VALVE TO W mm
> R I A I E OSINN B CM CO./STMlE55 STEEL READY ROD. _._ owTWITMgf E>
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N I I a�'�\NG I I I EpPR0P0YD FIRE HN T
ECSTNG EDGE OF PAYEIRIT
NORTH
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B—LINE WATER MAIN IMPROVEMENTS PLAN —T
SCALE: 1'-50' EASEIIDIi uYE
CONTRACTOR NOTE:
EXISTING UNDERGROUND INSTALLATIONS A:PRIVATE
4910 4910 UTILITIES SHOWN ARE INDICATED ACCORDING TO THE
BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. SERVICE LINES(WATER,POWER,T.V.,TELEPHONE)
MAY NOT BE STRAIGHT UNES OR AS INDICATED ON THE PLANS.
"CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL
ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR
{905 4905 EXACT LOCATIONS-
4900 4900
GRADE E)OSDPG GRAD'
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DATUM NZ"
DATUM dLEV
`wo.00 `86000 UNIVERSITY CONDOS
a
WATER IMPROVEMENTS
s
REVISED: 5-31-96,6-25-96,8-7-96
0+00 I+00 2+00 3+00 4+00
ORAINV BY.' CI-D DA7F- 2-15-96
B—LINE WATER MAIN IMPROVEMENTS PROFILE MG
SCALE:
R CHECKED BY. ORAM/NG NO.: 94-525P2
HD 1.-50 94-525 SHEET 6 or 6
VERT, 1'-5' —NO.:
O,F MARK A
°5.V2Jy'�0 1A 5tj0 Jyt O� P1l 00d" 0y2�tl" a:w Z CHANDLER -
P� R Nhyc �dy� 20�� \ / No.. 951BES
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Q• �q RIVALLED 2-45•BENDS WITH THRUST BLOCKS RED-RODDED
4814 ADS -..-.. N2 0 TOGETHER Fat 5'CLEARANCE UNDER STORM RETENDON POND r
Sheet 2 of 2
o
6.41
4810 ,.2' IN _.. — �t — — — — — — —10'
BY OTHERS
r Yll x&PROPOSED OF00 _. ._ .. •-,._ _ Z,C1 SS
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ti A
2 INSTALL 10'r10',4'TAPPING TEE WITH n 46OB.00 4•FL E N.J.GATE VALVE,VALVE BOX r
q SfD GRADE __EXIS TING GRADE _ RORDSfD GRA J � �
AND THRUST BLOCK 2 j
—J 0.06
r s� INSTALLED CURB STOP J
240 LF OF 4'CUSS 51 D.I P.FIRE SERVICE - P/
! B.O. ONO
PROPOSED GRADE T 0 FOOTING I / � W r"
On
00 1� 480400 LB,O.FOOTING /�,•/ P/ a1o5
Z
4802 _ «-._ 4803.17 SgQ = INSTAu 45'BEND
�;S AND THRUST BLOCK E" O
TOP PIPE=479$.0
740 LF OF 4 CLASS___1 D.I,P...FIRE RV10E � ppE' _
a Ps°
S
O+DO 0+80 I+60 2+4Q 3+20
1
E12
FIRE LINE PROFILE
SCALE: 1"=40'HORIZONTAL VERTICAL 2'OF RIGID INSULATION PLACED OVER
PIPE UNDER STORM RETENrCN POND
NOTES
INSTALL 4"D.I. PIPE AND 1+69 /
4"OS&Y VALVE(THIS PROJECT) SEE CITY OF BOZEMAN STANDARD INSTALL 45'BEND /
AND THRUST
OS&Y VALVE SHALL BE EITHER DRAWING 0271E-6A FOR DETAIL OF Tor rmF-n990 /
THIS PORTION OF FIRE SERVICE LINE (�]
MUELLER OR KENNEDY AND THIS PORTION BY FIRE - ^
UL APPROVED SPRINKLER DESIGN ENGINEER(VERIFY WITH MECHANICAL DRAWINGS) I`/ y9pyCG�1Q l
BY OTHERS
FLANGE TO BE THREADED ON }1 /} I
STANDPIPE. M.J. 70 FLANGE L J y
ADAPTORS NO7 ACCEPTABLE DOUBLE CHECK VALVE ASSEMBLY
(MINIMUM REQUIREMENT AS 1.75 fe* yy
(TYP. FOR ALL RISER CONFIG.) INDICATED ON APPROVED PLANS) INSTALL 45'BEND
STANDPIPE SHALL BE AND THRUST BLOCK /
2'MINIMUM FROM ANY 2Eb
OUTSIDE WALL 2.0' o U \ INSTALL 90'BEND,
MIN. CLR
v THRUST BLOCK,10'RISER
\ AND OS&Y VALVE
FINISHED FLOOR - ---
1
4"OR LARGER �5 NTSL_
�_ �+ IN 1/2 OF THE AVAILABLE M.J. ANDKRNtU51 BEND
CLASS 51 DUCTILE
v
IRON PIPE(TYP.) w� 3/4"MIN. REDIROD, INSTALLED ---- -- ----
ui z 1 r_`
FLANGE BOLT HOLES TYP,10" WATER MAIN ( )
USE 10"K10"x4'
TAPPING TEE o
90'ELBOW WITH
4"FL x N.J. GATE VALVE AND THRUST BLOCK THRUST BLOCK O
2 FIRE LINE DETAIL -
SCALE: NTS CLASS 1 SYSTEM --- -L, n
GENERAL NOTES
I. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS, I O
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE - -
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN _
ENGINEERING DEPARTMENT.
PRIOR TO THE PRECONSTRUCTION MEETING. THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., ii rT,
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. - r Fri rw FV
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL
EQUIPMENT AND MATERIALS BY THE ENGINEER.
4. THET _ \ /
CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE -
— _-BEGINNING OF CONSTRUCTION. --�.- - - 45�,T — —
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET. A MINIMUM VERTICAL €T I^
SEPARATION OF 1.5 FEET SHALL BE MAINTAINED BETWEEN THE FIRE LINE AND ALL SEWER MAINS.
7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR cm a Boau.N DOUBLE CHECK vaVE ASSEMBLY
f _y
8� TRENCH BACKFILL SHALL BE TYPE A, BELOW AREAS 70 BE PAVED OR AS SPECIFIED BY MONTANA DEPT. NE FIR51 FITTING INSIDE OF FINE WILDING WALL ME A u LISTED FLANGED KENNEDY OR WELLER os&r VALVE THE SANE SIZE "V OF TRANSPORTATION, TYPE C BACKFILL MAY BE USED ELSEWHERE AS SPECIFIED BY MPWSS - JAN. 1996. AS THE FI SERVICE LINE. ALL DOUBLE CHECK VALVE ASSEWLNS SHAM RE. -
A n OR Fu LISTED. -
9. BENCHMARK: 5/8" REBAR WITH YELLOW PLASTIC CAP - 8" DOWN ALONG 23RD AVENUE R/W B. PRR—I I u4VE IRDI SE SOUTHERN CALnoRw•rOUNDA1Tw FOR CROSS SECTIONIH CONTROL.Nn HYIMAULIC RESEARCH _-
ELEVATION = 4807,39 FEET. (CITY OF BOZEMAN DATUM FpR LwEaArax IN THE PRaPoaD ROSInw(vERrkAL OR HOR12awrAl)As sHOFRI ON 1HE•PPRovEo PLAN.
C. INSIALLE.AB SIIO'AN ON TIE—OvE.PLANS,
.. 10. IF CONSTRUCTION OCCURS WITHIN THE RIGHT-OF-WAY OF A DEDICATED CITY STREET, A STREET CUT ASSE CHECK VAL
A VICE SMALL BE INSTALLED AIMENATELY FcuoNING THE DOUBLE VE MBLY M
PERMIT SHALL BE OBTAINED FROM THE CITY STREET DEPARTMENT, OR MT DEPT. OF TRANSPORTATION. FLON SENSOR/ALARM.METER,ETC)AS SHONN ON THE APPROVED PLANS ALARM CHECK VALVE. N
11. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE A DOLISLI DETECTOR CHEDK VALK ASSEMBLY MAY BE USED MTN A STANDARD CITY a WaMAN METER THE METER LOOP OF THL
SERVICE LINE STANDARD. THE 4" FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE DOUBLE DETECTOR CHECK VALVE SHALL HAVE A DOUBLE CHECK vALA ASSEMBLY INSIALLED M—MEETS THE SAME INSTALLATION
CAITERI.A SP QU ELFIED ABOVE IN MwENENT NUMBER TKO. HORIZONTAL INSTALLARONS MUST W MNMIIM K OF 1 ABOVE THE FINISHED
INSTALLED AS PART OF THIS PROJECT. FLOOR, THE rift sERVTCE RISER MUST BE A MINNUM OF E FROM ANY OUTSIDE MALL THE INCOMING FIRE SERV1cE LINE SHALL RE
A MINIMUM OF 75'BILL"THE FINISHED GRADE.
12. THE 4" FIRE SERVICE LINE IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR
FROM THE POINT OF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN THE BUILDING, ALL FIRE SERVICE LINE ARPUATNANCES SHALL HAVE A MOKMUM PR—f RATING IF 175 PSI. ALL FINE SERVICE LINES.AND
LARGER SHALL BE CLASS 51 DUCTILE NON PIPE. LINE SLING: THE DOUBLE CHECK—A ASSEMBLY WALL BE EQUAL IN 9a
13. ONLY FLANGED FITTINGS CAN BE USED ON THE FIRE SERVICE LINE INSIDE OF THE BUILDING. To"N—THE INcw OUTGOING
ING PIPE OAMETER(UPSTREAM)AND PIPE DIAMETER EGEMNSmEAM)
VE . FOR EXAMPLE,•.•FIRE Scale !n Feet _
14. FOR THE CONNECTION TO THE EXISTING 10" WATER MAIN, THE CONTRACTOR SHALL INSTALL VICE LINE SNOLLD HA A 4 ALVE DOUBLE CHECK V ASSEMBLr. 20 0 20
THE FaLOWINc uoOF¢•Toxs MAr aE WADE:
THE TAPPING TEE AND TAPPING VALVE, WITH THE CITY OF BOZEMAN MAKING THE ACTUAL TAP SMOULO THIS INSTALLADON CRITERIA BE IMPOSSIBLE.OR UNDE9RAR.A. D'I'amirig Date: 8112197
AT THE OWNERS EXPENSE. A THE INCDIAN PIP[DIAMETER(UPSTHLAM)SHAM BE THE SAME SIa(AKANAI-E)AS THE DOUBLE CHECK VALVE ASSLMwY
FOR•MNIMUM or TEN(10)PIPE DAMETEHS UPSIREAM OF(N 1-1 DF)I.DOUBLE CHECKVALVE ASSENBL 6 0 6Y FIRE LINE PLAN
SCALE 1LIN
15. APPLICATION FOR WATER SERVICE MUST BE MADE BEFORE THE FIRE SERVICE LINE CAN BE INSTALLED. B. THE CVTGONG PIPE OAutTER(OONNSTREAM SHALL BE THE SANE SIZE(NOMIMAL SIZE)AS THE DOUBLE CHECK VALVE ASSEMBLY Scale In Meters
16. THE 5.5' MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE BEFORE THE LINE FOR A MR4MIIM OF THREE(3)PIPE OAMETEies DERNSRKAM OF ON BACK 0')THE DOUBLE CHECK VALVE ASSEMBLY. :
o MLL BE ACTIVATED. c. GB&YPiL Contour Interval: 1/2 Foot
17. CONTRACTOR FOR FIRE LINE INSTALLATION NEEDS TO CONTACT C.O.B. WATER DEPARTMENT TO INCOMING(UPSTREAM)FIRE SERVICE LINE
OWBLE CHEtx vNVE•9YMBI.r ,'
`8. COORDINATE INSTALLATION OF 1" WATER SERVICE IN SAME TRENCH AS FIRE LINE. DU E'(TH) A'IV AMI LINE SIN _ •
16. ]HERE SHALL BE NO PIPE JOINTS IN THE FIRE LINE BELOW THE BUILDING SLAB. THE NCa4NG LNE UPSIREAM MUST BE REDUCED TO A r LINE SIN A wHALM OP 2O•(2')PRIOR TO THE INSTALLATKIN OF THE }�
(i.e. USE ONE LENGTH OF PIPE BELOW THE BUILDING SLAB) DOUBLE CHECK VALVE ASSENRI Y.AND THE DOWIKTRFAM,.NE UUST EL REDUCED TO Y rO1I A DISTANCE OF 6'(3L2•)BEFORE It IS AS CONS 1 t1UCTED
19, ALL WORK FOR THE FIRE LINE INSTALLATION SHALL BE DONE IN ACCORDANCE WITH MONTANA PUBLIC WORKS, C2
OPSIao,O THE DONNSTREAM LINE SEE OF.•. 8/12/98
cv STANDARD SPECIFICATIONS, 3RD EDITION, AND CITY OF BOZEMAN MODIFICATIONS TO MPW SS 3RD EDITION,
DATED MARCH 1996, AND CITY OF BOZEMAN FIRE SERVICE LINE STANDARD DATED MARCH 31, 1997,
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The Contractor shall restore all surficels to equal, or better condition, than
existed prior to excavation.
The Contractor shall be on.res sable for contacting the Owners of he lK underground ,/l�a7i - / 1 /'sue✓/`� �r oTy s \
utilities such as power,telephone,cable TV and gas companies as to the locat ton U 6.�rsC9rpbs p,eLL
r and lines. The Contractor is solely responsible for any damage i �1T b1 1 1 + �� 4 y
of their undergo ,Arel V
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done to these installations due to failure to locate them or to properly protect ��'�' �f i br"b v 21 rJ'S
them when their locations are known. ��UT� — 2fy3//Sv57'a + I
6ASGMENT d 9�� I S'
One Call Utilities Locations Center 1-800-eze-5555 / I `� $•' 8� !.+-GL
Traffic shall be protected by effective barricades and signs. Effective lighting 1 5 _
of obstructions shall be illuminated at night by lanterns or flares aM suitable j _ _ — — I All
warning shall be provided and maintained daily. All traffic signing and masking J� D Y•
shall be done in accordance with the seanuai on Uniform Traffic Control Devices,
1988 Edition. 1 al Z ■
Contractor is responsible/or locating existing water and sanitary sewer prior / ' N 8 tl�.111 i1 33
to construction. All costs related to this work to be absorbed into other bid
items. '
All iconstruction ork on this project shall be completed in accordance with
lionCna Mork,Stendard Specifications,Third Edition,October,1968,as modified �CI�Ir1�j PJ'I ST11b(cAo o� 2fj.F/A/sTALL CA. v W
by Cty of Bozeman. 11 �'/ST/ 7 O9•P�1'/�✓4�T�U 1` F "'�
The Contractor shall make all necessary arrangements with the City of Bozeman.
A11 costs for this work to be included in the amount bid for -Connection to .r�. 4015.E
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