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STOCKMAN BANK
700 MAIN STREET
MILES CITY, MT 59301
PREPARED BY:
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S A N D E R S O N t,I� I Bozeman, Montana 59715
S T E WA R T Phone: 406,522.9876
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�i _ 4 WATER & SANITARY SEWER SERVICES PLAN—PROFILE
SIT DETAILS
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REN90NS: 12/11/08
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OUAl11Y ASSUR
ANCE:
RANCE:
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"CONFORMS TO CONSTRUCTION RECORDS" :UE H SEE SHEET
,E S70NERIDGE_PRO
UTILITIES - JANUARY, 2009 SHET 4D:BOF 058006
R -CURB STOP AND BOX NO PRESSURE GAUGES OR PRESSURE
I GAUGE FITTINGS WILL BE ALLOWED ON
NEAREST FOUNDATION THE TEST PORTS OF ANY SACKFLOW
FRAME AND COVER TO BE EITHER D&L A-1172 RING WITH A-1178 COVER, WALL TO CURB STOP ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND ASSEMBLY. LEGEND
N6rSITER
772 SERIES.OR APPROVED EQUAL.
BACKFLOW ASSEMBLY TO BE 9O'BEND. SEE NOTE 6
LL HAVE TWO 1'PICK HOLES. �I •-$RANGED OS&Y VALVE A W
L SEE DETAILS ``a�',I � C
A&B BELOW RANGE TO BE THREADED ON STANDPIPE, 1 C
7" NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE RING& 1 6.5'MIN. COVER ///---
M,J. TO FLANGE ADAPTORS NOT ACCEPTABLE OOUI1LE CHECK VALVE N
/ (TYPICAL FOR ALL RISER CONFIGURATIONS) `� 9ss�
TOP SECTION,AND AROUND SEWER PIPE INTO MANHOLE SHALL BE WATER MAIN 4'OR LARGER CLASS 51 1 MIN,REQUIREMENT) `'� 9ss� U
ADJUSTING RINGS, WATERTIGHT.JOINTING MATERIAL SHALL BE"RAM-NEK'OR EQUAL DUCTILE IRON PIPE(TIP.)
2-MIN., 12'MAX. FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. / AS NOICATED ON
V MIN„2'MAX ABOVE 4 L
FINISHED FLOOR FLOOR x APPROVED PLAN(S)
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MECHANICAL 4-0" PRECAST REINFORCED CONCRETE MANHOLE RISER JOINTYi MM.gEDI ROD,INSTALLED IN EVERY OTHER AVAILABLE M.J. O BOLT HOLES(TYPICAL)-''RODS ACCEPTABLE FOR 4'LINESAND ECCENTRIC CONE TOP MANUFACTURED IN WATER SERVICE LINE STUB WACCORDANCE WITH ASTM DESIGNATION C-478. (SEE C.O.B.STANDARD WATER SERVICE LINE I (p
DRAWING 02660-6) RVCEIII uAIN� V C
INSTALLED BY CITY WATER DEPT. APPLICATION &PLUMBINSTALLED BY NG PERMIT REQUIRED) 0
GROUT INVERT TO UNLESS OTHERWISE APPROVED THRUST 90'BEND WITH THRUST BLOCK
SPRINGLINE OF PIPE BLOCK V)
IF GAP BETWEEN W
L
PIPE AND CHANNEL IS
GREATER THAN J6°. NOTE: METER SIZED SAME AS INCOMING LINE-NO EXCEPTIONS. TAPPING TEE&VALVE,
OR INSTALL VALVE AT
PRE-CAST CHANNEL PROPERTY LINE(TYPICAL C
FLOWUNE FOUNDATION FOR ALL RISER CONFIGURATIONS)
< I WALL BACKROW PREVENTION ASSEMBLY 1'MIN./2'MAX, qtt OF BOZEMAN REQUIREMENTS FOR INSTALLATION a
u z N DOUBLE CHECK VALVE ASSEMBLY to
///���(AS REQUIRED)
VARtABIE oI 4•-O. SERVICE LINE ANGLE STOP
_ 1'MIN. 1. The FIRST lown inside a the building M ller ha a N listed lion Q`w (MIN,) / BACKROW PREVENTION 9 9
MAX AI American Flow Control,Kennedy or Mueller OS&Y calve the acme
<� SHELF-SLOPE 1' TO DOMESTIC ETER• ASSEMBLY(AS REQUIRED) size as the fire service line. Y
PER FOOT TOWARD FIXTURES /
FOUNDATON // SEE NOTE 6
g FLEXIBLE GASKETED JOINT(TYPICAL y TO DOMESTIC 2. All Double Check Valw Assemblies shall be:
a. "NEE WALL PROVIDE FLEXIBLE,
N M FOR PRECAST BASES-SEE DETAIL) / WATER-TIGHT CONNECTIONFIXTURES a.UL or FM listed.
FDI2 ALL WALL OR ROOq b.Approved by the Unlvewity of Southern California Foundation for
PIPE PENETRATION. Class Connection Control and Hydraulic Research(USCFCCCHR)far
DOWNSTREAM opootion in the proposed position(vertical or horizontal)as shown on
CHA 1'MIN'
ME TER- DOWNSTREAM SHUTOFF•• Installed asos shown on the approwa plans.
SHUTOFF•• '
2'MAX. V MIN,
PRECAST OR POURED-IN-PLACE BASE. ANGLE STOP OR 1 3. A Tow detection deice shall be Installed Immediately fdlowing the
POUREDT OR PLACE BASE,MINIMUM STRAIGHT STOP ROOK DoubN Check Valve Assembly(olorm theck wlw,flow sensor/dorm,.
:77j,1.ARS CONCRETE THICKNESS SE.MI PIPE IS V MIN„2'MAX. ABOVE- I'-0"C-C FINISHED FLOOR FLOOR meter,etc.}os shown on Me approved Diane P°ddle-type flow alarms
not permittd on tlry systems5-4"DIA, 8 INCHES.PRECAST BASE,MINIMUM -METER SAME SIZE AS INCOMING LINE-NO EXCEPTIONS,METER MUST
(MIN.) THICKNESS IS 6 SOWN. ALL BASES CONNECT DIRECTLY TO ANGLE OR STRAIGHT STOP AND 4, A Double Detector Check Valw Assembly may be used with a standard
REINFORCED AS SHOWN. BACKROW DEVICE WARIER-BEND COUPLING city of Bazemon meter.The meter loop of the Double Detector Check
(1 )S"&2"SERVICES ONLY) Vdw Shall haw a Double Cheek Vdw MaamNy Inatdletl which...to
"'DOWNSTREAM SHUT OFF VALVE MUST MECHANICAL the same Installation arterial specified above In requirement number two.
RADIUS OF BE SEPARATE FROM BACKFUW DEVICE DETAIL B JOINT 5. Horizontal Instollallons must be a minimum of 2'above the finished
MANHOLE
SLOPE AT 1" DETAIL A TYPICAL BOOR PENETRATION(N.t,S,) floor
PER FOOT (CRAWL SPACE) S. The lire service riser must be q minimum of 2'clear from any
CHANNEL TO TYPICAL WALL PENETRATION(N.T.S.) Out
was,and 0 minimum of V dear from any Interior wall.
FULL PIPE
DEP NOTE: STORM DRAIN MANHOLES SHALL INSTALLATION REQUIREMENTS: 7. The Incoming fire service line shall be a minlmum of 6.5',and a mox-
NOi NAVE FORMED CHANNELS AND THE 1. WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDANT. 90'BEND WIT1 Imum of 7.5'below the finished grade
DIA.OF LOWEST PIPE INVERT SHALL BE 9"HIGHER 2.SERVICE LINES SHALL BE TYPE K COPPER FOR Y4%1%1)4•,AND 2"SERVICES. SEE STANDARD DRAWING NO.02660-12 THRUST BLOCK
SEWER THAN BOTTOM OF MANHOLE. FOR 4"AND LARGER DOMESTIC SERVICE LINES, SERVICE LINES BETWEEN 2'AND 4"ARE NOT ALLOWED. 8. All fire service line appurtenances shell how a minlmum pressure
PIPE 3� STRAIGHT COPPER TUBING SHALL BE USED FOR 1)s'SERVICES. rating of 175 PSI.
-x 4.SERVICE ONES SHALL BE BEDDED 3•UNDER AND OVER THE PIPE WITH SAND.NATIVE MATERIAL MAY BE USED AS BEDDING IF IT 9. AN fire serum lines 4•and larger shall be Class 51 Du.0.Iron Pipe,
t CONFORMS TO THE REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANY MATERIAL
LARGER THAN 44`. VMIN.,2'MAx, 10. Una sizing: The Double Check Valve Assembly shall be equal In al:a
5.PROVIDE FLEXIBLE,WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. la the outgoing pipe diameter(downstream).,
SECTION A-A 6.METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS'EXPENSE.
7.NO SERVICE LINE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT.
8.CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED LIST OF COPPER CONNECTIONS.
9.WATER SERVICE LINE MAY BE REDUCED TO A SMALLER SIZE THAN THE WATER SERVICE STUB, REDUCTION MUST B \I� STANDARD FIRE SERVICE
MADE WITHIN 18"OF CURB STOP.
SANITARY SEWER MANHOLE DETAIL 10. METER,BACKROW PROTECTION, AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE.
WATER SERVICE LINE FROM CURB STOP TO BUILDING COATED STEEL LINE INSTALLATION
NOT TO SCALE WALL PLATE, 7 MIN.,3'MA%CLEARANCE
9(e MIN. ABOVE FINISHED ROOK
(LINES 2 AND SMALLER) FOR CLASS I. II AL III SYSTEMS
•CITY OF BOffAIAN STANDAIO DMWe1a N0.02720-3(DEG 300.1XgEN5E0 MAq tO°a) ff THICKNESS
NOT TO SCALE
NOT TO SCALE•CITY OF eOZEMAN STANDARD ORAa1NO N0.O2SN-15(DEC 2ao3%REV.AP zpae) •dtt V6OIISIAR aTANDARp aRANNa N0�OxaeO-1](aEC 1O0.I)(gEMgD,WN Noe) (A
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��`<\ (�'lt 1�•' ;��'a\ \'�1`O\ -\\ STREET PAVING&TYPREBAR ANCHOR-V a eJ� AC� �1^C �� 1v £- GRAVEL AS REQUIRED \1 LU O QO
2,5 SEAL JOINT WITH RAM-NEKY WI-�VARIES (TYPICAL EXCEP CONCRETE SND
LAB " �� • • Q O
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CIRCUMSTANCES WHERE CITY HAS SLIP HUB TO .o • �� ° ' F m
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2'X 2• CLEANOUT PIPE,8•PVC • ° •4 CONCRETE < 6" ME TEE HENQ O O
WOOD NON-SHRINK
MARKER BACKFILL l ` A1A 111 ANCHORSSO
•B 'A• DIMENSION FOR THRUST BLOCKING K
SERVICE LINE.SLOPE_ +" sou-A
a
PER FOOT MIN.,kt"PER FOOT S-0'MIN. ♦5' TOES•Pwos son eENo u'SDu•wJT3 22 1/2'ahiD
45'ELBOW MA%• ENO OF - •K,8EN0 NOTE: COAT RODS WITH•KOPPERS"BITUMASTIC NO.50 COATING OR EQUAL A e e + e A e
SEWER MAIN TRENCH 10-r V-r r'-e' Y-s' '-r W-101 v-r a'-a•
` THRUST BLOCK DIMENSIONS a• Y-r r-'I' Y-e• Y-2. r-IT r-
r I•-s• °•-Ir
IN LINE WYE FITTING FOR PLUG AO C A IC A I u x'-e' Y-e• X-r Y-d r-r r-r I•-s• I'-e•
�• 1'-0 r x' x' T-a V-0•2'4 r-O'x' r x' x' r x'-0 x'-r r-e• v-r 4'-W T-10• r-T x'-r x'-r V-
NEW
INSTALLATIONS. • • 1 2 r-0 x'-a x• r s r r-0 r-rr-+•r-a r s- r r- r- r Ix• +'-o• T-1r a•-s• a•-r T-e• r-a• z'-T z'-r
8`PVC r-!r- r r- -s 'y -e•r-r T- . r-1 r- F Y-e• r-V r-e• CAD, CMK
SADDLE FITTINGS ALLOWED OA
H' e'-e• 3'-1r e'-s• !-u• 4'- 10/2/OB
SERVICE INVERT NO FOR EXISTING INSTALLATIONS • ' t 1 r-0! 1-0.1 r a 1.
LOWER THAN SPRING Q[ILY UPON APPROVAL OF -a r-. � 1.1 -0 -1
LINE OF SEWER MAIN CITY OF BOZEMAN SEWER 1 r-s r-0 - r s•-1•n-0•+•-r r-+.• w Wort,on TAM III SAIRD ON IN so MAN MIMQ am as RENS(ONS:
FOR WYE FITTINGS. DEPARTMENT. 4 +'-1 1' r-e r-°n •r-0•>•-r r-a r- a•-0 r-e e' No.BFAeNi;Plcasuell.
MAP Nl.NTINaa veal POLrEMHOL
NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM. THRUST BLOCK DETAIL
END OF LINE CLEANOUT
IF REWIRED USE PLUG
SANITARY SEWER CLEANOUT DETAIL THRUST BLOLIIING AND ANCHORS ARE REQUIRED ON ALL VALVES AND LARGER UNLESS RETIE THRUST
BY THE (FOR WATER MAIN FITTINGS ^P D
ENGINEER.MEAL-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU CONCRETE 1NRUST OUAI.R'1 ASSURANCE:
BLOCKS.THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES. JVNUTu
NOT TO SCALE
CITY a eO2EA1AR STANDARD p1AMNc No.D2T,1a-4(DECzOO])
SANITARY SEWER SERVICE LINE DETAIL NOT TO SCALE THRUST BLOCK DETAIL NON7ANA PU9lC NONN9 STwA)ARO SPIOFKATaN3-STAND—�WAeNa NO axeea-1
• .
NOT TO SCALE (FOR WATER MAIN VALVES) SCALE: SEE SHEET
'PlY OF eOZEMAN STAJIDMp CRANING NO..O273O-2(DEC 20031 NOT TO SCALE CONFORMS TO CONSTRUCTION RECORDS FILE:STONERIDGE-PRO
a Y ��WAN NDA"O aRAwN°"°° ]"" PROJECT ,:BOZ_08006
UTILITIES - J A N U A R Y, 2009 SHEEP 5 OF5