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GALLATIN VALLEY MALL, TRACT 1 , CERTIFICATE OF SURVEY No. 467A W N U)
BOZEMAN , MONTANA
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COLLABORATIVE DESIGN ARCHITECTS
2280 GRANT ROAD, SUITE C
BILLINGS, MT 59102
PREPARED BY:
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S A N D E R S O N um East Babcock
Bozeman, Montana 59715
S T E WA R T Phone: 406.522.9876
www.sandersonstewart.com
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4 FIRE SERVICE LINE AND DOMESTIC WATER SUPPLY DETAILS
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[ATE; 6/3/13
REVISIONS: 6/27/13
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VICINITY MAP "CONFORMS TO CONSTRUCTION RECORDS" ALE:PETCO—nRE_SERMCE
NOT TO SCALE PROJECT NO:B0z 12003
UTILITIES — SEPTEMBER, 2013 SHEET 1 OF 4
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CERTIFICATE OF SURVEY No. 467A
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NOTE:
DATE: 6/3/13
I -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST „ „ REVISIONS: 6/27/13
I I INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH CONFORMS TO CONSTRUCTION RECORDS 02/17/14AB
INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE
I I I COMPIANESIBEFORE EXCAVATION AS DFOON THE PLANS.STATE R EX CT LOCATIONS. LAW REQUIRES CONTRACTOR TO CALL ALL{1nuTr UTILITIES - SEPTEMBER, 2013
I I I I —ALL ONSITE UTILITY IMPROVEMENTS SHALL CONFORM TO THE UNIFORM PLUMBING CODE(UPC)AND µL I APPROVED BY: TSM
ADMINISTRATIVE RULES OF MONTANA MODIFICATIONS TO THE UPC. QUALITY ASSURANCE
II —ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD
I SPECIFICATIONS 6TI EDITION,APRIL,2010,INCLUDING ALL ADDENDUMS,AND THE CITY OF BOZEMAN
I I MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SIXTH EDITION,DATED MARCH,2004
AND ANY ADDENDA THERETO.
I I I I —UNLESS OTHERWSE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNpER THE SCU;
RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PART}'CHIEF OR
I I I ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED ALE:PETCO�IRESERVICE
BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
I I I PROJECT NO.aOz 12003
SHEET 2 OF 4
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FF=4854856.50 4'OS VALVE a
Z 1.5 FT ABOVE 2'ANGLE STOP In
m J FINISHED FLOOR 1.5 FT ABOVE
Q ELEVATIONS FINISHED I FLOOR
CONTRACTOR TO REMOVE SEE INSET ON SHEET 3 3 ELEVATION
FOR MORE DETAILS EX.WATER SERVICE AND i
I INSIDE BUILDING CURB STOP.REMOVE AND
PLUG AT MAIN.
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90'VERTICAL BEND 5 N
WITH THRUST BLOCK
PER MPWSS
I 90'BEND WITH w o
THRUST BLOCK 2.00 LL
I PER MPWSS FIRE DEPARTMENT CONNECTION
TO BE LOCATED AT NORTHEAST a
CORNER OF BUILDING i 2.00' 2.00'
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(TYP.)
2.00' NEW 2"DOMESTIC I +III Illf D� 1 Iilll/i 1 111�!
WATER SERVICE I NEW 2"WATER SERVICE EAST WALL
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a.� (MIN.8.5'COVER) &CURB STOP
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CONTRACTOR TO FIELD VERIFY DEPTH OF EX.
I � WATER MAIN AT NEW SERVICE CONNECTIONS �•r�011i�7;�:j I�h'8
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I NEW 4"CL51 DI INSET DETAIL
FIRE SERVICE
II (MIN.6.5'COVER)
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NI THRUST BLOCK
PER MPWSS.INSTALL 4" Q
GATE VALVE MJxFL TO TAPPING TEE.
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FIRE SERVICE LINE INSTALLATION NOTES: Ll
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2+75 0 2+00 z 1+00 0+00 —0+25 -ONE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE FIRE SERVICE UNE FROM THE CONNECTION TO THE W O
F WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. Z W Q
o -THE FIRE SERVICE UNE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINE J Q Z d
p g g i M STANDARD,DATED MARCH 31.1997 AND REVISED FEBRUARY 20,2008. U
NEW OS&Y VAL '�
BOTTOMELEV=8VAL'58.0 w II zo �xm TMEI�PYS�ESNCE SIXTH LINES
APRILE20ROA SECTION LARGER2 H0ALL BE INSTALLED,TESTED AND DISINFECTED IN ACCORDANCE WITH O pw O Z
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4860 zw v p II 4860 -WHERE TAPPING TEES ARE INSTALLED AT THE MAIN,THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF U J
Gw p THE TAPPING TEE AND VALVE. THE CITY OF BOZEMAN SHALL MAKE THE ACTUAL TAP AT THE CONTRACTOR OR OWNER'S ~w Of_ d
n> o FINISHED GRADE EXPENSE. Q W
1.5' ^w +� AT ALIGNMENT rL -A 2.5-INCH ORIFICE/OUTLET WILL BE REWIRED TO MEET FLUSHING FLOW REQUIREMENTS OF NFPA24(390 GPM). a U U
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In X N Of
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NEW CONCRETE 2.00' J J 0] N
FLOOR SLAB U Q LLI
INVERTED U-SHAPED RIGID FOAM SULATION.IN Of
ALL AREAS ADJACENT TO RAMP WALL AND BOULDER PIT. Ld
4850 4850 NOTE:
J
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST j
INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
4-INCH DIA CLASS 51 DUCTILE RON PIPE INFORMATION. SERVICE UNES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE Z
STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY (-
COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. J
-ALL ONSITE UTILITY IMPROVEMENTS SHALL CONFORM TO THE UNIFORM PLUMBING CODE(UPC)AND ALL Q
c a ADMINISTRATIVE RULES OF MONTANA MODIFICATIONS TO THE UPC. U
z c m >
m j w a w re y -ALLIMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD
m SPECIFICATIONS 6TH EDITION,APRIL,2010,INCLUDING ALL ADDENDUMS,AND THE CITY OF BOZEMAN
cai rJ H I-" MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SIXTH EDITION,DATED MARCH,2004
4840 F _ p_ 4840 AND ANY ADDENDA THERETO.
m a a
a". n a o -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE CAD MAT
a a m a N n r? RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR
ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED DATE; 6/3/13
BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. REVISIONS: 6/27/13
w r n ° ro 02/17/14AB
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+z €�>
o;5 z w APPROVED BY: TSM
o=o= QUALITY ASSURANCE:
4830
SCALE:
2+00 1+00 0+00 "CONFORMS TO CONSTRUCTION RECORDS" ALE:PETCO-FIRE-SERVICE
PROJECT
UTILITIES - SEPTEMBER, 2013 SHEET 3 OF 3 OF
4
r NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT
I THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL
NO PRESSJRE GAUGES OR PRESWRE WAGE ETDNGS N1LL BE NEAREST FOUNDATION LINE A MINIMUM OF 12"(30cm)FROM THE EDGE OF THE TRENCH
ALLONED ON THE TEST PORTS OF ANY BACIOLOW ASSEIABLY i r WALL TO CURB STOP OPENING.WHERE NEAT LINE IS LESS THAN 3'(0.9m)FROM EDGE
ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVLE AND /J/l OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION,
BACKFLOW ASSEMBLY TO BE 90'BEND CURB STOP AND BOX REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN
D� I TRENCH AND EDGE OF PAVEMENT.
RANGE TO BE THREADED ON STANDPIPE ,
M.d TO RANGE ADAPTORS NOT ACCEPTABLE
(TYPICA FOR ALL RISER CONFlWRATONS) I
EXISTING STREET SURFACE
SEE NOTE 6. SEE DETAILS VERTICAL TRENCH WALLS WITH '
A&B BELOW �12"(30 cm)MIN. SHORING TO CONFORM TO O.S.H.A. t
1'MIN.,2'MAX ABOVE
FINISHED FLOOR REGULATIONS• L
noaR 6.5'MIN.COVER
WATER MAIN I SURFACE
DE OR GROUND
4'OR LAN(E,aC s 51 s a. ": '�//\// ///\ // /? •\ \ ®;
MAIN WCTLE IRON PIPE I—) LEOHANICA *mTN�o IO W ^m° \\/\\\\� \\\`
LU N
\` LEGEND O
«$FLANGED os&r VALVE WATER SERVICE LINE STUB BO CONFORM
AS SPECIFIED SLOPING,BENCHING N �/
TO CONFORM TO O.S.H.A. INSTALL DETECTABLE SUPPORT SYSTEMS IN THI Lj
REGULATIONS- AREA TO CONFORM TO ♦/'�
(SEE C.O.B.STANDARD WATER SERVICE UNE WARNING TAPE 18"(45cm) V U)
MAX.DEPTH O.SH.A.REGULATIONS*
80'�N0 WTM DRAWNG 02660-6) INSTALLED BY CUSTOMER(SERVICE W
TPPRNC NEE AND VALV£. 1HROST BLOCI( - DOUBLE CHECK VALVE (� (OPTIONAL)
TMPIISf+' L OR INSTALL VAVE AT /vq(MIN.REQUIREMENT) N
BLS( PROPERTY LINE(TYPICAL 7 AS INDICATED W INSTALLED BY CITY WATER DEPT. APPLICATION&PLUMBING PERMIT REWIRED)
FC ALL RISER A RISER CONFIGURATIONS) db 6ppgGym R.nN(s) UNLESS OTHERWISE APPROVED
TYPETRENCH BBACKFlLL
NOTE: METER SIZED SAME AS INCOMING UNE-NO EXCEPTIONS. /\
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WALL BACKFLOW PREVENTION ASSEMBLY 1'MIN./2'MAX.
FOUNDATION j SELECT TYPE I BEDDING `
SERVICE LINE �(AS REQUIRED) a ANGLE STOP % IN 6"15cm LAYERS&
MATERIAL PLACED
1' IN BACKFLOW PREVENTION TYPE I PIPE BEDDING COMPACTED AS SPECIFIED
V MIN.,2'MAX. 2'MAX. r1METER• r ASSEMBLY(AS REWIRED) PLACED IN 8"(15cm)MAX. �/ oo OoOoo / IN SECTION 02221
70 DOMESTIC 1 / LAYERS AND COMPACTED
FIXTURES 1i 1 THOROUGHLY 0.
Y f� FOUNDATION TO DOMESTIC
I/\L� WALL FIXTURES O oo O O
1'MIN.,2'MAX. Y o S 4"(10cm) 008000 0%/
COATED STEEL 1 1'MIN., \/
._PLAT'sSE J MAX. 1'MIN.,2'MAX ABOVE DOWNSTREAM /00 00 /
TH�c.MN + FINISHED FLOOR 1 MIN., METER-
METER• DOWNSTREAM SHUTOFF•• /
FLOOR noon 1 MAX SHUTOFF A 1'MIN. �/ TRENCH WIDTH=O.D.OF PIPE \
ANGLE STOP OR TYPE 2 PIPE BEDDING PLUS 2'(60cm)
WHERE REWIRED FOR �\
+ STRAIGHT STOP FLOOR %/ MIN.TRENCH W1DTH=3.5'(1.1m)
SOFT OR UNSTABLE
M71t
FOUNDATION
-METER SAME SIZE AS INCOMING UNE-NO EXCEPTIONS,METER MUST
CONNECT DIRECTLY TO ANGLE OR STRAIGHT STOP AND
BACKFLOW DEVICE 1II (SI'
QUARTER-BEND COUPLING
(1)r&2"SERVICES ONLY)
•SEE O.S.H.A.CONSTRUCTION STANDARDS
••DOWNSTREAM SHUT OFF VALVE MUST II f
FOR EXCAVATIONS.BE SEPARATE FROM BACKFLOW DEVICE TYPICAL FLOOR PENETRATION(N.T.S.)
DETAILA (CRAWL SPACE) TYPICAL UTILITY TRENCH DETAIL
TYPICAL WALL PENETRATION(N.T.S.)
CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY INSTALLATION REQUIREMENTS: NOT TO SCALE
1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED AMERICAN FLOW CONTROL,KENNEDY 1.WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDANT. +CITY of BOZEMAN STANDARD SPZCFCATONS-STANDARD DRAmrvG NO.02221-1
OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE. 2.SERVICE LINES SHALL BE TYPE K COPPER FOR%47,1",1)r,AND 2"SERVICES.SEE STANDARD DRAWING NO.02660-12
2.ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: FOR 4"AND LARGER DOMESTIC SERVICE LINES.SERVICE LINES BETWEEN 2"AND 4"ARE NOT ALLOWED.
a.UL OR FM LISTED. 3. Y.STRAIGHT COPPER TUBING SHALL BE USED FOR 1 "SERVICES.
h.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION 4.SERVICE LINES SHALL BE BEDDED 3"UNDER AND OVER THE PIPE WITH SAND.NATIVE MATERIAL MAY BE USED AS BEDDING IF IT
CONTROL AND HYDRAULIC RESEARCH(USCFCCCHR)FOR OPERATION IN THE PROPOSED POSITION CONFORMS TO THE REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANY MATERIAL
(VERTICAL OR HORIZONTAL)AS SHOWN ON APPROVED PLANS. LARGER THAN 34".
c.INSTALLED AS SHOWN ON THE APPROVED PLANS. 5.PROVIDE FLEXIBLE,WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS.
3.A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY 6.METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS'EXPENSE.
(ALARM CHECK VALVE,FLOW SENSOR/ALARM,METER,ETC.)AS SHOWN ON THE APPROVED PLANS. 7.NO SERVICE LINE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT.
PADDLE TYPE FLOW ALARMS ARE NOT PERMITTED ON DRY SYSTEMS. 8.CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED UST OF COPPER CONNECTIONS.
4.A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN METER. 9.WATER SERVICE LINE MAY BE REDUCED TO A SMALLER SIZE THAN THE WATER SERVICE STUB.REDUCTION MUST BE
THE METER LOOP OF THE DOUBLE DETECTOR CHECK VALVE SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY MADE WTHIN
18
"OF CURB STOP.
INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER 2. 10.METER,BACKFLOW PROTECTION,AND INCOMING SERVICE UNE MUST ALL BE THE SAME SIZE.
5.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2'ABOVE THE FINISHED FLOOR. 08.THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2'CLEAR FROM ANY OUTSIDE WALL,AND A MINIMUM OF WATER SERVICE LINE FROM CURB STOP TO BUILDING J
1'CLEAR FROM ANY INTERIOR WALL (O
7.THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5%AND A MAXIMUM OF OF 7.5'BELOW THE FINISHED GRADE. LINES 2" AND SMALLER
8.ALL FIRE SERVICE UNE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI.
9.ALL FIRE SERVICE LINES 4"AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. O W
10.UNE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO THE OUTGOING PIPE DIAMETER(DOWNSTREAM). NOT TO SCALE Z in
Cm of BOZEMAN STANDARD LIRA S No.02660-15(DED 2003)(REv.APRL 2000) } >_STANDARD FIRE SERVICE LINE INSTALLATION w
FOR CLASS I. II & III SYSTEMS <N N
NOT TO SCALE L`
+OTY OF BOZEMAN STANDARD DRA'MNG NO.0256D-13(DEC 2003XFR JAN 20CA) a O [if
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OVER INSULATION N1DTH BACKFILL Of}
SEE TABLE OVER INSULATION A O W LLI
STYROFOON BRAND H
INSULATION THICKNESS INSULATION BY DOW (n J U
SEE TABLE INSULATION THICKNESS OR APPROVED EQUAL >
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INSULATION BY DOW
OR APPROVED EQUAL 28+A=W Q
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WATER/SEWER MAIN/SERVICE LINE DIMENSION FOR THRUST BLOCKING
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HORIZONTAL LAYER INSULATION WATER/SEWER MAIN/SERVICE LINE GRANULAR FILL RED ItS&
P.M. TEES&PWGS aP BEND 45'BEND&WYES 22 1/Y BEND
S IDS A B A B A B A B
NOTES: INVERTED U-INSULATION
o'-t 0' t'-T
1.ALL WATER&SEWER SERVICE ONES&HYDRANT SERVICE LINES SHALL BE INSULATED. HORIZONTAL LAYER INSULATION INVERTED U-INSULATION 6• 2'-0' P-N• 2'-5' 2'-2' P-1D' P-P' t'-s' o'-to'
2.MINIMUM WATER&SEWER SERVICE LINE&HYDRANT SERVICE UNE THICKNESS=1.5". CAD MAT
3.MINIMUM WATER&SEWER&HYDRANT SERVICE LINE WIDTH=V+D. 2B+A >WIDTH 6' 2'-8' 2'-6' 3'-2' 3'-0' 2'-5' 2'-t• 1'-9' 1'-6'
DEPTH OF DEPTH OF [ATE; 6/3/13
4.TABLE BASED ON FROST DEPTH OF 72". BACKFILL INSULATION INSULATIONBACKFILL NSULATON OF HORIZONTAL 1°' 3'-4' 3'-3' 4'-0' 3'-10' 3'-0' 2'-9' 2'-2' 1'-11' REVISIONS: 6/27/13
OVER THICKNESS WIDTH OVER THICKNESS LAYER INSULATION 12' 4'-0' 3'-10' 4'-8' 4'-8' 3'-8' S-3' 2'-Y 2'-3• : 6/27 13
INSULATION INSULATION 2B + A IC 5'-5' Y-10' 6'-6' 4'-11' 4'-9' T-5' V-5• 2'-5'
AB
2'-0" 3'0 6'+D 2'-0" 3.0 Z 6'+D NOW:THIS TABLE IS BASED ON 130 PS MAIN PRESSURE 2000 PSF
3'-0" 2.5 5'+D 3'-0" 2.5 >5'+D SOIL BEARING PRESSURE
4'-0" 2.0 3'+D 4'-0" 2.0 2 3'+D APPROVED DY:
5'-0" 1.5 1'+D 5'-0" 1.5 >1'+D MAP ALL FITTINGS TN PWYETKnENE
THRUST BLOCK DETAIL QUALITY ASSURANCE:
BURIED WATER LINE INSULATION NOT TO SCALE
NOT TO SCALE SCAEE: SEE SHEET
ALE:PETCO-IRE-SERVICE
"CONFORMS TO CONSTRUCTION RECORDS" PROJECT NO.JB-oz 12003
UTILITIES - SEPTEMBER, 2013 SHEET 4 OF 4