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PREPARED FOR:
BUFFALO VENTURES, LLC
17 LOCKWOOD DRIVE
CHARLESTON, SC 29401
PREPARED BY:
� I 705 Osterman Drive, Suite F
S A N D E R S O N -0 m Bozean, Montano 59715
S T E WA R T Phone 406.522.9876
www.sandersonstewort.com
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-71d�.s' DATE:
.D. CMK
. l 6� 10/9/08
E4; REVISIONS: 2/23/09
/09
4/9/09
9/10/09AB
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v ' APPROVED BY:
QUALITY ASSURANCE:
VICINITY MAP „ SCALE: NO SCALE
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NOT TO SCALE CONFORMS TO CONSTRUCTION RECORDS FILE: TANOES_PRO
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3/23/09
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APPROVED BY:
OUAMASSURANCE:
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"CONFORMS TO CONSTRUCTION RECORDS" FlLE: TANGES_PRO
PROJECT NO.:Boz_osois_o
UTILITIES - AUGUST, 2009 SHEET 2 OF 5
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PROFILE W m W
HORIZ. 1" = 50' I M x Z
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a BUILDING INSTALL FIRE SERVICE LINE Z F-
FLOOR PER CITY OF BOZEMAN NEW d�SANITARY
STD.DRAWING No,02260-13 SEWER SERVICE
NEW 4i DOMESTIC J (SEE DETAIL) (MIN.2x SLOPE <
8'FIRE SERVICE NEW 6'FIRE MIN 6.5 FROM MAIN) L<1
SERVICE VFR
CONNECT SERVICES - 2'-RIGID- L)
WITH TAPPING TEES BLUEBO O 5
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THE TEES) SEPARATION W
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REVISIONS: 2/27/09
3 3/23/09
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OLIALRY ASSURANCE:
SEE SHEET
"CONFORMS TO CONSTRUCTION RECORDS" FU:E TANGES PRO
UTILITIES - AUGUST, 2009 SHEET 3°of 560
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MIN. 6.5' Lo
COVER
MIN, 6.5
WITH
COVER CONNECT WITH NEW 6* TOPPINGT TEE O
NEW 6" TAPPING E HTbRANT r(THRU5T BLOCK >
LINE f THE TEE) �
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LINE 1 THE TEE)I w
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Q� CAD. CMK
DATE:
0/9/09
REVISIONS: 2/27/09
3/23/09
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0+00 0+00 APPROVED BY: _
CUALRY ASSURANCE
SHEET
"CONFORMS TO CONSTRUCTION RECORDS" SCALE: E
FILE: TANGESP_PRORO
PROJECT N°9O
UTILITIES - AUGUST, 2009 SHEET 4 of F 065 °z
5
YA"BELOW TOP OF
8'-0"MAX. NEW PAVEMENT SURFACE
3F-0'MIN. HEAVY DUTY MONUMENT BO%,SIMILAR TO CAIRD ENG.N0. 50606-1
TO BACK OF CURB
INSTALL PLUMB WITH C
PUMPER NOZZLE NEW HYDRANT, — STREET PAVING k GRAVEL AS REQUIRED all 0
FACING STREET MUELLER SUPER
CENTURION 250 a
OR WATEROUS PACER REBAR ANCHOR • • - SEAL JOINT WITH RAMND C `��
s 8" %3'ROUND CONCRETE SLABSUP ` V
MIN.4'-0"CLEAR ALL _ _ THREADED ADAPTOR Z
AROUND(TREES,HEDGES, - FROST
BUSHES,ETC.) I� EXPANSION
SLEEVE THREADED PLUG
O I, 3
ELEVATIONS AS SHOWN O •T• - NON-SHRINK
CLE ANOUT PIPE,B•PVC W
r11
ON PLANS OR 0 2' / BACKFILL N N
ADJUSTABLE SCREW
ABOVE TOP OF OURS T -_ 6• C
GRADE TYPE VALVE BOX
WITH LID 1 L—T.-.----- CONCRETE n/ 0
ANCHORS rr��
GROUND UNE� .H I i i 3'-0"MIN, BE$.BEND • • V)
s-7 A
END OF- W �
TRENCH Q)
NOTE' COAT RODS WITH"KOPPERS•B]TUMASTIC 40.50 COATING OR EQUAL - Q
C
THRUST BLOCK DIMENSIONS
UNDISTURBED - '••` - *•A•• vs.. 1 1 1 0 1 250 PSI O ;t B"PVC N
EARTH \ :��.,. MIN.6.5'COVER sepOL. e^ A A A ,
T'-0]'-0 3' P I-a'J'-a'T-a'J'-0 Y- t'- ]' ]'-0'S-)•
1 Y-C S'-0 3 T-a i-e V.T T-a T-a•3-0 J'-0
1 211 3'-a']-0'•a 3-0 Y-a a-,Y 3'-0
- , 14 Y_Y 3'-0 Y-0'J a ]'O -a 3'-a']-0••-0•'-0•-0 4_0•'-0••-0 3
1 4 3 s'J'-0 3-0>-s 3 a S-0>'-1•i-o' I.V. •-0 a-E e-0 4'-0 END OF LINE CLEANOUT
4 .- •-0'a'-J r-o F-0 e•-e•>-o•e r,e- r- J-e e-o a•-o IF REWIRED USE PLUG
-CONCRETE - NOTE PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM. SANITARY SEWER C L E A N O U T DETAIL
711RUST -
BLOCK TO MAIN LINE
THRUST BLOCKING AND ANCHORS ARE REWIRED ON ALL 6"VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. NOT TO SCALE
MEAL-LUC OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU CONCRETE THRUST BLOCKS. •OTY OF 802EMAN STAN—D DR—C NO.DZ730-4(DEC 2003)
THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES.
I' `JOINT AS REQUIRED FOR
PIPE SPECIFIEDIFIED THRUST BLOCK DETAIL
-
FOR WATER MAIN VALVES)
\ NOT TO SCALE
• (DE,20a3)�- nn or Do.—sT+News R oAw«Ic No ozeeo-3
`NEW 6" AUXILIARY GATE VALVE MIN.X CUBIC YARD WASHED GRAVEL \
`FLANGE JOINT
+MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK
PROPERTY
FIRE HYDRANT DETAIL LINE OR
NO PRESSURE GAUGES OR PRESSURE EASEMENT
GAUGE FITTINGS WILL BE ALLOWED ON LINE
THE TEST PORTS OF ANY BACKrLCW GREEN STEEL POST
NOT TO SCALE ONLY FITTINGS ALLOWED BETWEEN FIRST OSNY VALVE AND ASSEMBLY LEGEND BOULEVARD AT END OF SERVICE 4•
•Ot,OF 1101EMAN STANDARD LMAMND No 02660-4(TIES 2008) BACKFLOW ASSEMBLY TO BE 90'BEND, Towns. VARIES
\I •'$FLANGED OSBY VALVE STREET SURFACE 5'SIDEWALK GROUND SURFACE
(TYP•) 00
GLANCE TO BE THREADED ON STANDPIPE,
`M.J TO FLANGE ADAPTORS NOT ACCEPTABLE ',r'-;
/ (TYPICAL FOR ALL RISER CONFIGURATIONS) DOUBLE CHECK VALVE -•�:'T"✓ 1• / 2.5' Z
4'•OR LARGER CLASS 51 MIN,REQUIREMENT) / B W
DUCTILE IRON PIPE(TYP.) ) 7 AS INDICATED ON (TYPICAL EXCEPT IN SPECIAL
VARIES CIRCUMSTANCES WHERE CITY HAS'1
FLOOR X APPROVED PLAN(S) APPROVED ALTERNATE LOCATION) Of
• d
MECHANICAL "ON,REDI ROD,INSTALLED IN EVERY OTHER AVAILABLE M.J. ~
JOINT BOLT HOLES(TYPICAL)-W'RODS ACCEPTALLE FOR 4'UNES
2'X 2' Q
WOOD NI
uj
I MAINlie
MARKER Z
B 90'BEND WITH T14RUST BLOCK SERVICE LINE W DO
THRUST PER FOOT MIN.,YJP PER FOOT 0C
' - BLOCK 45'ELBOW MAX. Q N Q Q
RMUCER
H�\ JA TAPPING TEE&VALVE, SEWER MAIN Q J m Z
�C OR INSTALL VALVE AT
PROPERTY LINE(TYPICAL CITY'OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF \ W J
IOR ALL RISER CONFIGURATIONS) `PLUG U Z Q
DOUBLE CHECK VALVE ASSEMBLY IN LINE WYE FITTING FOR 5 U
NEW INSTALLATIONS. H
,••. ,. 1- the FIRST IKbnq insk)e of the bulldlnq mall b.a UL Isles flanged SADDLE FITTINGS ALLOWED W Z W
American Flo,Control, Kennedy or Mueller OS&Y valve the same SERVICE INVERT NO FOR EXISTING INSTALLATIONS ,S Z Q O
_ size os the lire servlce lion. LOWER THAN SPRING QN1C UPON APPROVAL OF
LINE OF SEWER MAIN CITY OF BOZEMAN SEWER .GO W W
2. All Double Check Valve Assemblies shall be: FOR WYE FITTINGS. DEPARTMENT Z O
PROVIDE FLEXIBLE, _ a UL or FM listed. W L�
WATER-TIGHT CONNECTION b. Approved by the University of Southern Colllanl0 Fountlallon far fn V)>m
.. F
_1 FOR ALL WALL OR FLOOR n,vn• Cross Connection Control and Hydraulic Research(USaCCCHR)for W
PIPE PENETRATION- op.aUon l the pr0poxd Doslllon(verNcol a norizonlol)as shown on }v
approved Olone. Q Z
y c.Installed as shown on the approved Plans. H<
ff�•rw IICrYIII 9EyO 1. Double Checckl YalvevlAsseh.lemb�y6(alamtalcheck valve,howl ecn."Morm, Z
met.,etc.)as shown an the approved plans.Paddle-type flow alarm= SANITARY SEWER SERVICE LINE DETAIL `�
not pertnitted on dry systems. W
U
DIMENSION FOR THRUST BLOCKING J
4. A Doable,elector Check helve Assembly may be used with a standard NOT TO SCALE Of
wmuRTeStr •'�"�' FLOOR [icy of Bozemon meter.The meter Ioap of The Double Detector Check Of
rnnGS ICES tr GEDG! .D eENa 4e'BOrO tr"'Es In'BEND MA I Valve Shall hove a Double Check Valve Assembly Installed which meets •Ott Ox BOZEMAN STANDARD DRAMNG NO.a27.T0-2(OEF 20D3) Lj
rt A B A B A 9 the name Installation Criteria specified above In requirement number two.
A e
r-T r-Y I'-s- 1'-e• 1'-e' a'-lo' 1'-Y a'-.. S. H—antal Instollollan.must be a minimum of 2'above the finished W
a' I'-0' 1'-11' 2'-e' Y-Y t'-,Y 1'-T 1'-n' a'-la' floor. F-
n' 2'-e' z'-e' 31-2- Y-a• r-if* 2'-I• r-V r-e• MECHANICAL
JOINT 6. The tire seMce user must be a minimum of 2'clear from any 3
10• 3'-A- 3'-J' 4'-0' V-,O' ]'-a' 2'-e' 2'-2- 1'-II' outside wall,and a minimum of V dear horn any Interior oil.
Y-lo' 4'-e' 4'-r- 3'-e' 3'-3' Y-Y 2,Y 7• The Incoming tie service fine shall be a minimum of 6.5'.and 0 may- CAD. CMK
S-10• a'-e' 4'-11' 4-Y 3'->' 3'-s' a'-n' Ion no of 7.5'below the finished grode. 10/9/08
DATE:
NaIE Dw!iAelE IS BARD ON,!a I51 YMN P,a>SWE 2000 Gar 6, All W.serNC.line appurtenance.shall hove a minlnlMm pressure
sea TMAX.eassuwE, 90'BEND WITH rating of 175 PSI. REV���: 2 27 09
THRUST BLOCK
G AIL wwA n.NM—NOEIMIUNE 8. All lie.slice loss 4"and larq.wall be Class 51 Ductile Iron Pipe.
THRUSTBLOCK DETAIL 10 Lin..121 p: The Double Cheek Valve Assembly shag ba equal In ll2e
(FOR WATER MAIN FITTINGS) me outgoing pipe diameter(dornsireom)
APPROVED BY:
3 r.l..ww QUAEffY ASSURANCE:
NOT TO SCALE
•uoxrur+Guauc rlwNs STANOwO mEcincATNwls-s7ANOARD wAwNa xD a261So-1
STANDARD FIRE SERVICE LINE INSTALLATION
C°WAL°SATE Yzfxr.=,W FOR CLASS I. II & III SYSTEMS scAEE: SEE SHEET
MIN. CONFORMS TO CONSTRUCTION RECORDS FILE: TANGES-PRO
THICKNESS NOT TO SCALE
•Orv.eotEw STANDARD DRA-1 No OM.-13(occ 2w3XREw6ED JAN 20os) UTILITIES AUGUST, 2009 PROJECT NO.:�=-DS 5s_oz
SHEET 5 OF