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INFRASTRUCTURE IMPROVEMENTS DATUM I STA 0+69.07 NAVD88 ---- - _. 3 ( INSTALL 4" DI FIRE SERVICE RISER10'D OS&Y VALVE.
EELFIREESPRNKLER DESIGN PLANS Srr
DATUM N
CONTRACTOR TO CONFIRM SIZE AND TA PROPOSED
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\ CONTRACTOR
FOR INFO BEYOND
CONFIRM
SIZE
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SERVICE RED _a _a
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PROPOSED 4" GATE VALVE \ II REDUCER
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�.. WS PROPOSED 1.5 WS WB 0+00 STA 0+00.00
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^� 0+52 COPPER WATER S I ±69 LF 4' DI FIRE SERVICE '
��� ��) SERVICE 3 I �, 12 PLEX PROPOSED 8" DI 3I WIDE PUBLIC a
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STA 0+51.74 - UTILITY EASEMENT
12-2 BDRM WATER MAIN
ALVE
- -- SEE PUBLIC INFRASTRUCTURE x�E
30' WIDE PUBLIC SEE INFRASTRUCTURE MPROVEMENTS
INSTALL 4" DI FIRE SERVICE RISER -- UTILITY EASEMENT UI�1TP8 _ __ IMPROVEMENTS
& FLANGED OS&Y VALVE. 3�
SEE FIRE SPRINKLER DESIGN PLANS SEE PUBLIC
FOR INFO BEYOND OS&Y VALVE. INFRASTRUCTURE I i DRAWN BY: EWR
.- `� IMPROVEMENTS
CONTRACTO TO CONFIRM SIZE AND L1 -- REVIEWED BY: CGB
LOCATION INSIDE BUILDING PRIOR TO
_ 10PLEX IIj - ��' - -- - - - ----yam-=-,- PROJECT ENGINEER:CGB
PLACEMENT OF SERVICE. _
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8-2BDRM �� 3 -- -
-'7 n ,. A DESIGNED BY: CGB
2-1 BDRM
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CRESTVIEW FIRE MAIN PLAN
HORZ. SCALE: 1" = 10' NOTES: CRESTVIEW FIRE MAIN PLAN
HORZ. SCALE: 1" = 10' �I
1. POT HOLE AND VERIFY EXISTING UTILITY DEPTHS 5. BACKFILL AND COMPACT WITH CLEAN NATIVE /-a
AND LOCATION PRIOR TO CONSTRUCTION. IF MATERIAL BELOW BASE COURSE.
CONFLICT IS FOUND NOTIFY DESIGN ENGINEER FAR 0-4 W
ENOUGH IN ADVANCE TO RESOLVE CONFLICT 6. ENSURE ALL NEW CONNECTIONS ARE WATER Z
WITHOUT CREATING DELAY IN CONSTRUCTION. TIGHT, FSy 44
2. 1' MINIMUM CLEARANCE FROM BOTTOM OF 7. INSTALL V-BIO WRAP AROUND ALL 4" DI FIRE
FOOTING TO TOP OF FIRE SERVICE WATER PIPE. SERVICES OR APPROVED EQUAL. O
3. INSTALL JOINT RESTRAINTS ON ALL JOINTS & 8. CLASS 1 SYSTEM FIRE SERVICE LINE TO BE A A
FITTINGS WITHIN 10' FEET OF ALL FITTINGS. INSTALLED. ® O
4. VERIFY SERVICE SIZES PRIOR TO CONSTRUCTION
WITH MECHANICAL ENGINEER. W
MAINTAIN 2' CLEARANCE BETWEEN PIPE U
OS&Y VALVE FACE AND INSIDE EDGE OF EXTERIOR P•I O
WALL & 1' CLEARANCE BETWEEN PIPE
FACE & INTERIOR WALLS
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OS&Y VALVE F
MAINTAIN 2' CLEARANCE BETWEEN PIPE
FF ELEVATION FACE AND INSIDE EDGE OF EXTERIOR
4721.4 2' FINISHED GROUND WALL & 1' CLEARANCE BETWEEN PIPE iiikkkHHH
FACE & INTERIOR WALLS
FF ELEVATION
4719.4 FINISHED GROUND
4720 4720 4720 4720
I 2'
II INSTALL WATER TIGHT SLEEVE PER
I NFPA CODE. 2" CLEARANCE BETWE N 1
CONCRETE & PIPE. I
I I
LJ� INSTALL WATER TIGHT SLEEVE PER
PROPOSED FOUNDATION NFPA CODE. 2" CLEARANCE BETWEEN
NO JOINTS ALLOWED 6.5' MIN CONCRETE & PIPE.
STA 0+14.41 M
BETWEEN 90' BEND -_4" GATE VALVE COVER __ N
& OS&Y VALVE INV. 4742.6;- -- -..._._..---------------- F+'1
4711.54 6.5' MIN vv9'oo L`a
STA 0+51. STA 0+44.00 COVER ICI .fir
90' HORIZ. BEND STA 0+00.00 PROPOSED FOUNDATION A
90' VERT. BE INV. }
4712.57 8X4' TEE STA 0+00.00 9 N
& THRUST BLO ,�.^„� NO JOINTS ALLOWED P m
INV. "'^ INV. �r,z-oT STA 0+65.76 _- - STA 0+25.00 -8X4" TEE
t52 LF OF Cl BETWEEN 90' BEND INV.-49+9oS�
4712.574551 4" DI FIRE SERVICE 4711.54 90' VERT. BEND & OS
VALVE 4" GATE VALVE
& THRUST BLOCK INV. m,'-.61 4711.49 1� y
INV.�,4;-P� 4711.81 v�4-`d
CLASS 1 SYSTEM- _ 4711.82 - OF CL 51 4" DI FIRE SERVICE w O
FINISHED GROUND ELEVATION '��661-1`
1 SYSTEM - ® 0
FINISHED GROUND ELEVATION
FIRE SERVICE lNYER•F ELEVATION WATER MAIN NVER;F ELEVATION _ (� WV
TOP OF PIPE TOP OF PIPE [�
4710 4710 4710 4710 vi
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0+00 0+00 SHEET
CRESTVIEW FIRE MAIN PROFILE 6 C4°0
HORZ. SCALE: 1" = 10' CRESTVIEW
VERT. SCALE: r' = r CRESTVIEW FIRE MAIN PROFILE FIRE SERVICES
HORZ. SCALE: 1" = 10' PROJECT: 18-113
VERT. SCALE: 1" = 2' A�Ul < DATE: 12/20/18
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NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT
SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE
EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM
--- EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION. z
REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND g
B
EDGE OF PAVEMENT. CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF 4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE N
DOUBLE CHECK VALVE ASSEMBLY: USED WITH A STANDARD CITY METER. THE METER LOOP OF �
- EXISTING THE DOUBLE DETECTOR CHECK VALVE SHALL HAVE A DOUBLE
CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME
PAVEMENT GROUND SURFACE 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT 5
A SURfA E 12" m
UL LISTED FLANGED MUELLER OS&Y VALVE, OR APPROVED NUMBER TWO.
BEND REDUCER MIN EQUAL, THE SAME SIZE AS THE FIRE SERVICE LINE. a
UNDISTURBED -_ _- r SLOPING, BENCHING OR SUPPORT 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2'
EARTH - SYSTEMS 11 THIS AREA TO CONFORM 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: CLEAR ABOVE THE FINISHED FLOOR. z
TO O.S.H.A. REGULATIONS A. UL OR FM LISTED. 6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2'
TYPE "A","B C" MATCH CLEAR FROM ANY OUTSIDE WALL, AND A MINIMUM OF 1' CLEAR
TRENCH BACKFILL 7;- s 4 ', PROPOSED B. APPROVED BY THE UNIVERSITY OF SOUTHERN FROM ANY INTERIOR WALL, UNLESS NOTED OTHERWISE..
GRADING PLAN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL
I---� i q_ y�1 AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN 7, THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM
*TRENCH BACKFILL IN ROAD L
�/ .., r THE PROPOSED POSITION VERTICAL OR HORIZONTAL AS
TO BE PLOWABLE FILL 1 ¢- 3 ( ) 6.5', AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. awls c.
PAVEMENT SECTION PLACED AND SHOWN ON APPROVED PLANS. eu
PER C.O.B. STDS. 6
COMPACTED PER CITY OF BOZEMAN STDS. 8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A i vc
TEE TEE (Plugged) INSTALL DETECTABLE WARNING TAPE C. INSTALLED AS SHOWN ON THE APPROVED PLANS MINIMUM PRESSURE RATING OF 175 PSI. N\
4" 18" DEPTH 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED 9. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY " ��\
STANDARD DIMENSIONS FOR THRUST BLOCKING T—. \ \\ \\�, SELECT TYPE I BEDDING MATERIAL PLACED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING PIPE
\�\�\\\\�\�•)ll_ IN 6" LAYERS AND COMPACTED THOROUGHLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER
TEES 45' BEND REDUCERS & - --1 -. [f AS SPECIFIED IN SECTION 02221. SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS (DOWNSTREAM). DRAWN BY: EAR
FITTING & PLUGS 90' BEND & WYES 22Nz' BEND - NOT PERMITTED ON DRY SYSTEMS. REVIEWED BY:CGB
SIZE TYPE II PIPE BEDDING
A B A 8 A B A B WHERE REQUIRED FOR
TRENCH WIDTH=O.D. SOFT OR SUBSTABLE GENERAL NOTES: PROJECT ENGI CGB
DESIGNED BY: CGB
4" t'-7 t'-2" t'-s" P-s" 1'-a"o'-to" t'-7" 0'-6" OF PIPE PLUS 2' FOUNDATION.
"
MIN. TRENCH 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO CURRENT CITY OF BOZEMAN STANDARDS. UNLESS OTHERWISE
WIDTH=3.5' APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY
NOTES: INSURANCE
1. THESE TABLES ARE BASED ON 150 PSI MAIN 2. CONTRACTOR SHALL PROVIDE FOUR SETS OF REVIEWED MATERIAL SUBMITTALS TO DESIGN ENGINEER, WITH
PRESSURE & 2000 PSF SOIL BEARING PRESSURE. CERTIFICATE AND PERFORMANCE AND PAYMENT BONDS FOR ALL WORK WITHIN THE RIGHT OF WAY 5 BUSINESS DAYS PRIOR
-SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION TO THE PRE-CONSTRUCTION CONFERENCE, BONDS TO BE TO THE OWNER. CITY OF BOZEMAN AND MADISON ENGINEERING
2. WRAP ALL FITTINGS WITH POLYETHYLENE, IF SHALL BE NAMED AS ADDITIONAL INSURED.
REQ'D BY CITY OF BOZEMAN.
3. CONTRACTOR SHALL ATTEND AND PARTICIPATE IN A CITY Of BOZEMAN PRE-CONSTRUCTION CONFERENCE. DESIGN ENGINEER
TO SCHEDULE PRE-CONSTRUCTION CONFERENCE ONCE MATERIAL SUBMITTALS, BONDS AND INSURANCE CERTIFICATES HAVE CI�
I DETAIL z DETAIL BEEN SUBMITTED FOR REVIEW. FSi+
�•0 THRUST BLOCKING FOR WATER MAIN FITTINGS C6.0 TYPICAL UTILITY TRENCH DETAIL 4. CONTRACTOR SHALL APPLY FOR AND PROCURE STREET CUT PERMIT IF NECESSARY.
FROM C.O.B. STD. DWG. NO 02660-1 C.O.B.STD. DWG NO. 02221-1
5. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR Z
CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF ry
CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL �I
BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR
ALIGNMENT CONFLICTS. C) F-I
6. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL,
ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE �i a
OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH
RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE
FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY U A
OR COMPLETENESS OF SUCH INFORMATION OR DATA.
NOTES: 7. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE
STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY
ONLY FITTING ALLOWED BETWEEN ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. I�
FIRST OS&Y VALVE AND BACKFLOW UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE
ASSEMBLY TOBE90' BEND. STREETS OVER NIGHT.
NO PRESSURE GAUGES OR 8. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN C
FIRE SERVICE RISER MUST PRESSURE GAUGE FITTINGS WILL BE ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. F+1
BE A MINIMUM OF 2' ALLOWED ON THE TEST PORTS OF INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF BOZEMAN
FROM ANY OUTSIDE WALL ANY BACKFLOW ASSEMBLY. ENGINEERING DEPARTMENT A MINIMUM OF 24 HOURS (1 BUSINESS DAY)PRIOR TO TESTING. U
AND A MINIMUM OF 1' 9. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL BE
FROM ANY INTERIOR WALL. 4" OS&Y VALVE PLATED OR BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS
RESTORED.
10. ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN STRAIGHT/SQUARE EDGE BY SAW.
THE TOP 12-INCHES OF.THE EXCAVATED AREA WITHIN THE STREET SHALL BE FILLED WITH ROAD MIX AND COMPACTED.
STREET CLOSURES MUST BE COMMUNICATED THE CITY POLICE DEPARTMENT, THE CITY ENGINEER, AND THE PROJECT
ENGINEER.
MIN. 1-FOOT AND MAX
2-FOOT CLRNCE 11. PRIOR TO PAVING CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO SCHEDULE APRE-PAVING WALK THRU WITH THE CITY.
BETWEEN FINISH FLOOR GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE PRESENT.
AND BOTTOM OF FLANGE p
M
OF OS&Y VALVE. /TW�d N
CFA ao
4" CL 51 DI RISER FLANGE TO BE THREADED ON STANDPIPE, Q
MJ TO FLANGE ADAPTORS NOT ACCEPTABLE Z N
4
INSTALL WATER TIGHT SLEEVE
" MIN REDI ROD, INSTALLED IN EVERY OTHER AT FLOOR PENETRATION PER NFPA CODE. Z
AVAILABLE M.J. BOLT HOLES W
(TYPICAL) - RODS ACCEPTABLE FOR 4" o
a
LINES
4" DIA. 90' BEND, MJXMJ WITH THRUST BLOCK 00 W
PER COB STD DWG 02660-13 i H
A
3 DETAIL
cbu 4"FIRE SERVICE RISER €
FROM C.O.B. STD. DWG. NO 02660-13
SHEET
C6.0
CRESTVIEW
i DETAILS
AS B IT 'r PROJECT: 18-113
II�.JI Q DATE: 12/20/18
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