HomeMy WebLinkAbout010 C600 Details - Utilities HEAW DUTY MONUMENT BOX,SIMILAR
114"BELOW TOP OF T�CAIRD ENG.N0.50608-1
NEW PAVEMENT SURFACE l
I PAVING 8 GRAVEL
�AS REQUIRED
SEAL JOINT WITH RAM-NEK
• 8"x 3'ROUND
� CONCRETE SLAB METER SIZED SAME BNCKFLOW PREVENTION ASSEMBLY
AS INCOMING LINE, RE�UIRED BACKFLOW PREVENTION
SLIP HUB TO THREADED ADAPTER NO EXCEPTIONS DEVICE TO BE DETERMMED BY
NO PRESSURE GAUGES OR WATER SUPERINTENDENT
FROST PRESSURE GAUGE FITTMGS
EXPANSION THREADED PLUG WILL BE ALLOWED ON THE TEST :
SLEEVE PORTS OF ANY BACKFLOW � ' — *A MINIMUM OF FOUR(4)PIPE
CLEANOUT PIPE- PREVENTION ASSEMBLY. FLANGED FLANGE TO BE THREADED ON STANDPIPE, DIAMETERS OF STRAIGHT RUN
4"0 PVC OS&Y MJ TO FLANGE ADAPTERS NOT ACCEPTABLE PIPE IS RE�UIRED UPSTREAM
VALVE (TYpICAL FORALL RISER CONFIGURATIONS) AND DOWNSTREAM OF THE
NON-SHRINK
45�BEND BACKFILL 4"ORLARGERCLA5551 1'MINT02'MAX METER/STRAINERASSEMBLY
�. DUCTILE IRON PIPE(TYP) ABOVE FINISHED FLOOR FLOOR
3,Q„ , ..
(MIN) ' • • a < „ �
� �• . , � MECHANICAL 314"MIN.REDI ROD,INSTALLED W EVERY OTHER
•^ ' • a . JOINT AVAILABLE MJ BOLT HOLES(NP)-
END OF . � � '' ° �• • MAIN 518"RODS ACCEPTABLE FOR 4"LMES
TRENCH ' � '
- ° ' — •� THRUST 90�BEND WITH THRUST BLOCK
' • '. ' BLOCK
• . , ' ' VERIFYPIPE
�• , � , ° � S2E PER PLAN
. , ° DIMENSIONS
raPPwcreeava�ve oR CITY OF BOZEMAN REQUIREMENTS
----- wsrA��vn�vearPROPeRTv FOR INSTALLATION OF
uNe�rvPica�FORa�� BACKFLOWPREVENTIONASSEMBLY
END OF LINE CLEANOUT
PROVIDEFLEXIBLE, RISERCONFIGURATIONS)
(IF REQUIRED)USE PWG WATER-TIGHT CONNECTION 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL
FOR ALL WALL OR FLOOR LISTED FLANGED KENNEDY OR MUELLER 058Y VALVE THE
�� SANITARY SEWER& STORM DRAIN CLEANOUT DETAIL P'PEPE"ETR^T'°"S. SAMES�ZEASTHESER���E��NE.�oMe�NAT�oNSTRA�NER�
NOT TO SCALE METER IMMEDIATELY FOLLOWING OS&YVALVE-METER
MUST SET HORIZONTAL.
FLANGED 2. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE�.
OS&Y
VALVE A.UL OR FM LISTED.
B. APPROVED BY THE UNIVERSITY OF SOUTHERN
1'MIN TO 2'MAX CALIFORN IA FOUNDATION FOR CROSS CONNECTION
COVER& ASPHALT& ABOVEFINISHEDFLOOR FLOOR CONTROLANDHYDRAULICRESEARCH(USCFCCCHR)
RIM ELEV STRUCTURAL FOROPERATIONINTHEPROPOSEDPOSITION(VERTICAL
FLAT SLAB SECTION PER oRHoaizoNra��nssHowNONnPPRoveoP�aNs.
PER PLAN COVER C. INSTALLEDASSHOWNONTHEAPPROVEDPLANS.
PLAN MECHANICAL 3. HORIZONTAL INSTALLATIONS MUST BEA MINIMUM OF TWO
JOINT 90�BENDWITH FEET�2')ANDMAXIMUMOFTHREEFEET(3'�ABOVETHE
THRUST BLOCK FINISHED FLOOR.
4. THE SERVICE RISER MUST BE A MINIMUM OF TWO FEET(2')
FROM ANY OUTSIDE WALL.
ADJUSTABLE 5. THE WCOMMG SERVICE LME SHALL BE A MINIMUM OF 6.5'
AND A MAXIMUM OF 7.5'BELOW THE FINISHED GRADE.
RINGS 6. ALLSERVICELINEAPPURTENANCESSHALLHAVEAMINIMUM
PRESSURE RATING OF 175 PSI.
36�� 7. ALLSERVICELINESFOURINCHES(4"�ANDLARGERSHALLBE
O P E N I N G CLA55 51 DUCTILE IRON PIPE.
1'MINT02'MAX 8. LMESIZINGTHEBACKFLOWPREVENTIONASSEMBLYAND
METER SHALL BE EQUAL IN SIZE TO BOTH THE MCOMMG
FLANGED PIPE DIAMETER(UPSTREAM)AND OUTGOMG PIPE DIAMETER
�2��CAP OS&Y VALVE (DOWNSTREAM).FOR EXAMPLE,A FOUR INCH(4")SERVICE
W ITH LME SHALL HAVE A FOUR INCH(4")METER AND BACKFLOW
COATEDSTEEL 2'MINT03'MAX PREVENTIONASSEMBLY.
VENT WALL PLATE, CLEARANCE ABOVE 9. A MINIMUM OF FOUR(4)PIPE DIAMETERS OF STRAIGHT RUN
5116"MINIMUM FINISHED FLOOR PIPE IS RE�UIRED UPSTREAM AND DOWNSTREAM OF THE
HOLE rHicKNess
METER/STRAINERASSEMBLY.
12-INCH STORM DRAIN PIPE PER PLAN
12"X12"X12"
TEE
�� WATER SERVICE DETAIL FOR SERVICE 4"AND LARGER
d NOT TO SCALE
O �
INV.PER PLAN � �
�
o NATIVE MATERIAL
¢
— \
�3� MANHOLE TEE WITH CAP &VENT HOLE DETAIL
a NOT TO SCALE
U
3
z REVISIONS °� DRAWN BY: CMS PROJECT NUMBER
" �ERiF�s°"�E� °�°NT �Po�°� VELOCITY CAR WASH �ossa.00�
� NO. DESCRIPTION BY DATE A /A1 y� /� y� ��� �9�� DSGN.BY: CMS
THESE PRINTS MAV BE REDUCED. I\/I O 1 Y I`O 1 1 2880 T2Chf101O9y BIVd WESI
� uNE BELOW MEASURES ONE INCH 1 CONR SUBMITTAL JAZ 06/28/24 Y 1 1 J 1 1 � v EL E M ��o �s SHEET NUMBER
ON ORIGINAL DRAWING. BOZER12fl,MT 59718 0 0
0o nuc APPR.BY: MEE gOZEMAN MONTANA 9
- Moo�F�S�A�EA��oRo�N��Y� � M a i e r I e � 406 58�o��, gq� 0 9 p�08� Q CTREVIEW
e�� DRAWING NUMBER
x
www.m-m.net foo�� DETAILS-UTILITIES (�(,;oo
engineers surveyors planners scientists °`4,�FS� o��G�,A' BY: �/tJ
,p, / �
z PLOTTEOBV'.CELINESAUCIERONAuq/2]/2025 COPVRiGHT�OMORRi50rv-MAIER�E,irvC.,2025 N v°� DATE: