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HomeMy WebLinkAboutRosa Apartments, Ph 5 - Fire Service Plans I " m �i OF MQyT 9 STA: 1+36,45 OFFSET:0.000� SS + Q. 4"90'BEND WITH MEGA-LUG / _ MARK Q_ . I RESTRAINING GLANDS AND / ° CHANDLER THRUST BLOCK.SEE FIRE RISER T ROOM DETAIL 3/F2.0 < 9p�i' 1 f 2 I �9� C/CEO`$ V2 STA 1+23.2 0.0' t F QV o 'tiG '$ Pi4 N EER 1T1 IT 90'BEND I rlJ " C I \ APARTMENT c Sheet 2 of s \ BUILDING #9 I 30, O m I (3) STA: 1+36.45 C m i GYM/OFFICE 4"RISER TO APARTMENT C I SPACE GROUND o5&YVALVE 3.r z.5 5.7 6.T BUILDING #9 i E = < FLOOR UNIT FF EL = 4750.13 GYM/OFFICE W m" ° SPACE GROUND STA:0+05.00 2 RISER TO FLOOR UNIT m a _OFFSET:O'000 WATER METER c LIVE TAP EXISTING 8"WATER MAIN. FF EL = 4750.13 L E� INSTALL 8"X4"TAPPING SLEEVE Z di c AND 4"FLxMJ GATE VALVE WITH 0+00 JOIM RESTRAINT.CONTRACTOR 1+�6.45 o T TO FIELD VERIFY LOCATION AND ) W ELEVATION OF MAIN. WATER SERVICE a c es W o I � �+113 i STA 0+08.0 0.0' \ 4"45'BEND 4"FIRE SERVICE - E s ( ) STA 0+75.9(0.0') ry c 4"90'BEND � 4"90'BEND --- m I I 4TA 45+BEND 0.0') O 1 FIRE SERVICE 1 PLAN scale In Feet Scale In Feet 3 FIRE RISER ROOM DETAIL 1 5 0 5 10 0 10 F2 O SCALE:1"=10' F2A SCALE:1"=5' 1.5 0 1.5 Scale In Meters 3 0 3 Scale In Meters F� OO".c`vN F �uB"CeEreo"�N FIRS OSsr vwvz Ma NO PR oN GAUGEsTHE TEst OR PI O ueRE GAUGE r A�rBE LEGEND 475 4755 "IUD / -$FLANGED OS&Y VALVE GE eon FlANo TO BE TIBFIDED ON STANDIMPE oy.rye\yq��p4Q�o o? ry�O MpvrEi mfP6�RISMCO�GUMTKoNs1E DOUBLE CHECK VALVE MIN. REQUIREMENT) 4'OR LARGER CLASS 51 `'tl�� `� 69 01� 1 1 y�`P;•9d } AS INDICATED ON DUCTILE IRON PIPE(TYP.) 1'MIN.,V MNEMI AB RESTRAIN ALL JOINTS WITHIN 5<�a e o of ry�nry'�o o� o� p I FLOOR F-Ea APPROVED PLAN(S) SPECIFIED LENGTH FROM FITTING <oy�P o°°, y�y Dy Dh pL0'p ryh pY��p INSTALL 4" °: ••: :•' FITTING LENGTH (FT) NOTE p�^ M Ox p'1 pit' ox 1�0�ta o FLANGE OS&Y MECHANICAL 3/4" MIN.,Redi Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J. 90 BEND 13 PROPOSED �P .d x VALVE ER JOINT BOLT HOLES (TYPICAL)- 5/8" RODS ACCEPTABLE FOR 4" LINES px Nry a GRADE 9 A 1'MIN. DETAIL /F2.0 t}Pr1'•pe 2' MAX MAIN <90 BEND 6 475 °j 3.0' F.F.E:,757.r,103 90' BEND WITH THRUST BLOCK 4" GATE 29 y�' %•• VALVE r. GRADE y TAPPING TEE&VALVE, CITY OF BOZE DOUBLE REQUIREMENTS FOR INSTALLATION OF SX4 TEE 9 (BRANCH) 4o ON RUN JOINTS WITHIN EXISTING T; n - OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY 1VF�� c LI PROPERTY LINE (TYPICAL JOINT RESTRAINT TABLE FOR ALL RISER CONFIGURATIONS) 1. The FIRST flitting inside of the building shall be a UL listed flanged Q Kennedy or Mueller OS&Y valve the some size as the fire service line. F2.0 N Z @g TTT���111 SCALE:NTS �.l cr 'C7' 2. All Double Check Valve Assemblies shall be: Fes, O L/X� a. Approved ro FM listed. 6.5' MIN. 7.3' G Approved by the University of Hydraulic Southern arch California Foundation for COVER PROVIDE FLEXIBLE, Cross Connection Control and Hydraulic Research(USCFCCCHR)for 4 WATER-TIGHT CONNECTION operation in the proposed position(vertical or horizontal)as shown on PROPOSED 3 LF OF 4"CLASS 51 D.I.P. approved plans. A ,.1 FOR ALL WALL OR FLOOR c. Installed as shown on the approved plans. 474 745 PIPE PENETRATIONS. r�ryj" m 3. A flow detection device shall be installed immediately foil owing the L Double Check Valve Assembly(alarm check valve,flow sensor/alorm, [PROPOSED 19 LF OF 4"CLASS 51 D.I.P. meter,etc.)as shown on the approved plan..Paddle-type flow alarms not I permitted on dry systems. PROPOSED 8 LF OF 4"CLASS 51 D,I.P, 4. A Double Detector Check Volve Assembly may be used with a standard 1nNNII"m�ABOVE FLOOR City of Bozeman meter, The meter loop of the Double Detector Check TABLE 10.10.2.1.3 FLOW REQUIRED TO PRODUCE n Valve shall have a Double Check Valve Assemby installed which meets sv! the same iretaliation criteria specified above to requirement number two. VELOCITY OF 1 OFT/SEC (3.0 M/SEC) IN PIPES ^N PROPOSED 42 LF OF 4"CLASS 51 D.I.P. PROPOSED 47 LF OF 4"CLASS at D.I.P. 5. Horizontal inatollationa moat be a minimum of 2'above the finished NOMINAL PIPE SIZE FLOW RATE *\_INSTAUL MAINSTAIN 18" C NCRETE MECHANICAL floor IN. MM GPM L/MIN MIN.SEPARATION PROPOSED 13 LF OF 4"CLASS 51 D.I.P. THRUST B OCK JOINT 6. The fire service riser must be a minimum of 2'from any outside wall, 1NCRETE and a minimum of 1'from any interior wall. 2 50 100 380 o THRUST BOCK h 10 •INSTALL 7. The incoming fire service line shall be c minimum 6.5',and a max- 2.5 65 150 570 �y PROPOSED 4"SANITARY imum of 7.5'below the finished grade. SEWER SERVICE 3 80 220 833 90' BEND WITH S. Al fire service line appurtenances shall have a minimum pressure474 F q. 4740 THRUST BLOCK rating of 175 PSI. 4 100 390 1,500 'Pin�g F 9. All fire service lines 4"and larger shall be Close 51 Ductile Iron Pipe. 5 125 610 2,300 sFST,a �F sit 10.Una ei.ing: The Double Check Valve Assembly shall be equal in size 6 150 880 3,350 1�1 F ti O to both the incoming pipe diameter(upstream)and outgoing pipe diameter .ps O$ a•,)ti`.I, (downstream). 8 200 1,560 5,900 l' MIN., 2' MAX. F-- 10 zso 2,440 9,250 ')} • PER NPPA-24 FIG A.10.6.3.1 iz 300 3,520 13.300 NFPA 24 FLUSHING FLOW REQUIREMENTS •O Q+ 2' MIN., 3' MAX CLEARANCE ca1>m snn ABOVE FlNISHED FLOOR F2.0 SCALE;NTS rwu fNAIE. 473 735 1,�iOaas Issue Date: 11/09/2021 w� m a m STANDARD FIRE SERVICE CITY OF BOZEMAN SCALE: LINE INSTALLATION NO. 02660-13 AS-BUILT 0+50 1+00 1+50 STANDARD DRAWING NONE DEC 2003 FOR CLASS I, II, & III SYSTEMS O / / REV: APRIL 2013 ■ `I 1 FIRE SERVICE 1 PROFILE 4 FIRE SERVICE DETAIL F2A SCALE:1"=10' HORIZONTAL, 1"=2'VERTICAL F2.0 SCALE:NTS (/160723.8 o MARK A. A CHANDLER m 9p�O STA: T:0. 0 I P� SAWCUT AND DEMO AREA OF I �9 �CENS OFFSET:o.000 EXISTING ASPHALT.TRENCHES F SHALL BE BACKFILL. WITH LIVE TAP EXISTING 8"WATER MAIN. TYPE A HALTBACK HI MATCH INSTALL 8"X4"TAPPING SLEEVE m EXISTING ASPHALT THICKNESS STA 0+35.20 WITH BITUMINOUS ASPHALT AND 4"FL%MJ GATE VALVE WITH EXISTING FIBER-OPTIC, PATCH.REPLACE ANY CURB - JOINT RESTRAINT.CONTRACTOR GAS,&ELECTRIC CROSSING. li 5hoot 5 of 3 DAMAGED DURING TO FIELD VERIFY LOCATION AND 1 0+57.8(0.0') CONSTRUCTION. ELEVATION OF MAIN. 4"45'BEND rI 1� 4'FIRE SERVICE 1 STA:0+68.15 m E ___________I- o m OFFSET:0.000 S 4"90'BEND WITH MEGA-LUG �) m N ysy o+ - iw w RESTRAINING GLANDS AND ,) E C THRUST BLOCK.SEE FIRE RISER STA:0+68.15 21 ` ROOM DETAIL 3/F3.0 4'RISER TO 1 \ \ \ \ OS&Y VALVE LLD -• m 2'WATER SERVICE - „ / LF 2.5' m6^ ucE U UCE 2.5' C?u^m 3.6' L a COMM N m coMM COMM - 2"RISER 70 C c WATER METER m o�o O _ M 2.0' W v APARTMENT � a BUILDING 10 APARTMENT 2 rc IF = EL 4752.04 4o BUILDING #10 N � c P D Via' FF = EL 4752.04 W z 5x 1 FIRE SERVICE 2 PLAN FIRE RISER ROOM DETAIL 2 scale In Feet s o s �14 p-I Scale In Feet F3.0 SCALE:1"=5' 10 0 10 F3.0 SCALE:1"=10' 1.5 0 1.5 Oa Scale In Meters 3 0 3 Scale In Meters ONLY FITTINGS AS ALLOWED BETWEEN FIRST OS&V VALVE AND NO PRESSURE GAUGES OR PRESSURE GAUGE WK FIRINGS WILL BE LEGEND BACKFLOW ASSEMBLY TO BE 90 BEND. ALLOWED ON THE TEST PORTS OF ANY BACKFIAW ASSEMBLY �• lee, o 21 / $FLANGED OS&Y VALVE 0 6 RANGE TO BE THREADED ON STANDPIPE, 47S 9 7SS M.J.r,1L FOR ALL RISERS Nor ACCEPTS �P ��. OK N o DOUBLE CHECK VALVE y �'o ytT• 5 MIN. REQUIREMENT) 4" OR LARGER CLASS 51 6 OYFI DUCTILE IRON PIPE (TYP.) V MIN 2'MAX.ABD& py AS INDICATED ON 05ahM1•�;4�CfT��+02C)'C INSTALL 4"FLANGED OS& FLOOR FINISHED FLOOR L�APPROVED PLAN(S) VALVE PER DETAIL 3/F3.0 ":� .• ...°. ;.+.' �?•.::••,.` •I�. PROPOSED �aF'ypJ'k Qky�'OQ EXISTING GRADE 2'MAX. MECHANICAL 3/4" MIN. Redi Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J. RESTRAIN ALL JOINTS WITHIN y9o� GRADE z.s F.F.E.=a,752.04 JOINT BOLT HOLES (TYPICAL)- 5/8" RODS ACCEPTABLE FOR 4" LINES SPECIFIED LENGTH FROM FITTING t^ - MAIN FITTING LENGTH (FT) NOTE BIT BEND WITH THRUST BLOCK 90 BEND 13 _ "• � ����f••r.::; , ,. <90 BEND 6 475 ? 750 ••i;••' TAPPING TEE & VALVE, CITY OF B02EMAN REQUIREMENTS FOR INSTALLATION OF 4VALVEE 29 OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY - PROPERTY LINE (TYPICAL NO JOINTS WITHIN FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting inside of the building shall be a UL listed flanged 8X4 TEE 9 (BRANCH) 4' ON RUN U EXISTING FIBER-OPTIC,GAS, • U Kennedy or Mueller OS&Y valve the some size as the fire service line. FFF��III &ELECTRIC CROSSING�•I I,I I,I a 8.6' 6.5'MIN. a 2. All Double Check Valve Assemblies shall be: I 5 1 JOINT RESTRAINT TABLE COVER a. UL or FM listed. h Q It. Approved by the University of Southern California Foundation for F3.0 SCALE:NTS �,y PROVIDE FLEXIBLE, Cross Connection Control and Hydraulic Research (USCFCCCHR)for WATER-TIGHT CONNECTION operation in the proposed position (vertical or horizontal)as shown on Ir�r�r.++���ryy111I O approved plans. L..l FOR ALL WALL OR FLOOR c. Installed as shown on the approved plans. PIPE PENETRATIONS. 3. A flow detection device shall be installed immediately following the Q 474 4745 Double Check Valve Assembly(alarm check valve,flow sensor/alarm, meter,etc.)as shown on the approved plans. Paddle-type flow alarms not F+•1 Fr��•/!I! permitted on dry systems. 4. A Double Detector Check Valve Assembly may be used with a standard .2'MAX R ABOVE FLOOR City of Bozeman meter. The meter loop of the Double Detector Check Valve shall have a Double Check Valve Assembly installed which eta 17 A''.. �-I >~ PROPOSED 53 LF OF 4'CLASS 51 D.I.P. ° the same installation criteria specified above in requirement number two. tl P q TABLE 10.10.2.1.3 FLOW REQUIRED TO PRODUCE Xr+' INSTALL CONCRETE 5. Horizontal installations must be a minimum of 2'above the finished THRUST BLOCK ' VELOCITY OF 10FT/SEC (3.0 M/SEC) A PIPES N floor. MECHANICAL NOMINAL PIPE SIZE FLOW RATE INSTALL CONCRETE i JOINT 6. The fire service riser must b a minimum of 2'from any outside wall, ,I THRUST BLOCK PROPOSED 11 LF OF 4"CLASS 51 D.I.P. and a minimum of 1'from any nterior wall. IN. MM GPM L/MIN [jQv/is• x�c'L p 10 MAX.* 7. The incoming fire service line shall be a minimum 6.5',and a max- 2 50 100 380 imum of 7.5' below the finished grade. '!i Fti'A 90' BEND WITH 8. All fire service line appurtenances shall have o minimum pressure 2.5 65 150 570 474 740 ratio of 175 PSI. 3 80 220 833 THRUST BLOCK 9 q�OS.yF 9. All fire service lines 4"and larger shall be Class 51 Ductile Iron Pipe. 4 100 390 1,500 °4y'tTQ 10. Une sizing: The Double Check Valve Assembly shall be equal in size 5 125 610 2,300 to both the incoming pipe diameter(upstream) and outgoing pipe diameter 6 150 880 3,350 (downstream). Yid q°� J t:ttii;. Y •S kkkk: h--1' MIN., 2' MAX. a 200 1,560 5,900 •O °'C- 10 250 2,440 9,250 ° PER NPPA-24 FIG A.10.6.3.1 \I�D® 12 300 3,520 13,300 2' MIN., 3' MAX CLEARANCE I 6 1 NFPA 24 FLUSHING FLOW REQUIREMENTS COATED�SI�L ABOVE FINISHED FLOOR F3.0 5��; 4735 4735 s Te•MN. m N Issue Date: 11/09/2021 a M) STANDARD FIRE SERVICE 0+50 1+00 CITY OF BOZEMAN SCALE: LINE INSTALLATION NO. 02660- STANDARD DRAWING NONE DEC 2003 AS-BUILT 2 FIRE SERVICE 2 PROFILE FOR CLASS I, II, & III SYSTEMS 0 6/16/2 3 F 3■O ^ � 1 4 FIRE SERVICE DETAIL REV: APRIL 2013 F3.0 SCALE:1"=10' HORIZONTAL, 1"=2'VERTICAL F3.0 SCALE:NTS $160723.8 LEGEND x 100.00 EXISTING SPOT ELEVATION LP LOW-POINTOF MONT s x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE 3 TBC TOP BACK OF CURB Q" © EXISTING UG POWER BOX a�, m MARK A. SW SIDEWALK❑ ey _T EXISTING TELEPHONE BOX CHANDLER FF FINISH FLOOR d} I 51 ❑U EXISTING UTILITY BOX TOW TOP OF WALL �2 9Q�� /CEO$ ® EXISTING SANITARY SEWER MANHOLE EA EDGE OF ASPHALT t NEER © EXISTING STORM SEWER MANHOLE y. , „ ,,+ -+,F�- sx ,,;,,,y;,,. T /.,;:➢„/�% „;•;,e` k;; r k ,,, ? EXISTING SANITARY SEWER CLEANOUT EXISTING FIRE HYDRANT 5heet I of 5 EXISTING WATER VALVE ® EXISTING CURB STOP ' i�� �`A m E EXISTING POWER POLE EXISTING LIGHT POLE �w EXISTING WATER WELL ' ' I `�;: -r`; c ,� 14 PROJECT SITE z, a® 1 E E._PROPOSED SANITARY SEWER MANHOLE W.OAK sr. w > "w'1• `�4'' 3 ® PROPOSED STORM SEWER MANHOLE N n i f, ' ix Y y 4 ' 4, II m ® PROPOSED STORM SEWER INLET � Zn � o � ��.�' , ,;;.'„ � ,�",s..� k:,,, .�. C >� E �c.o. PROPOSED SANITARY SEWER CLEANOUT ,„ ." ,.: :� '.`:^:', E., a ( N o; PROPOSED FIRE HYDRANT m e�' f F t J i I I i L Pa PROPOSED WATER VALVE A `� I` s S } " -}''- a•� :s EXIsnNG 8 o m s v m � / WATER MAI PROPOSED CURB STOP SHERWO N ass w � w A-N30'PUBLI ACCESS w ON1(2) C PROPOSED LIGHT POLE w W PROPOSED WATER WELL � o D UTILITY,EASEMENT TRAFFIC FLOW m avc t � ass e PROPERTY BOUNDARY LINE , +r{. WWi SURROUNDING PROPERTY LINE ZOO INNIE 5f.SETBACK LINE aa I -EASEMENT LINE x x x EXISTING FENCE z VICINITY MAP - e^ oNe EXISTING OVERHEAD ELECTRIC LINE F1.0 r, SCALE:1"=500' �„�.�-- APARTMENT uce EXISTING UNDERGROUND ELECTRIC LINE - �, I BUILDING 1}8 q f _ cAs EXISTING GAS LINE ucT EXISTING UNDERGROUND PHONE LINE N$ r ; c 3-STORY �- f Ip 7,809 SF Iq w EXISTING WATER MAIN 1 r`, =1 gPARTMENT - _.� ® A w EXISTING WATER SERVICE m1 ^�I I - BUILDING$7 r� 3r LJ II ®® ®® U r EXISTING FIRE SERVICE 1100 ROSA WAY " m Ss EXISTING SANITARY SEWER MAIN m 1 i f s< EXISTING STORM SEWER DRAWING LIST 38 sTO UN TS EXISTING CURB AND GUTTER F1.0 COVER SHEET FIRE SERVICE PLANS 1 7eos SF_ t. 1` m f1 e"w PROPOSED 8" WATER MAIN OPENIS�'PACE c,__ .. OPE S 3 F2.0 FIRE SERVICE 1 PLAN & PROFILE 1 N PACE a.z33 sF 4.737 w PROPOSED WATER SERVICE •sr',x,++„g F3.0 FIRE SERVICE 2 PLAN & PROFILE v PROPOSED FIRE SERVICE , ess PROPOSED 8" SANITARY SEWER MAIN 4 "LIJ PROPOSED STORM SEWER °cE PROPOSED UNDERGROUND ELECTRIC LINE . .. SIT Q - PROPOSED GAS LINE ® co ucr PROPOSED UNDERGROUND PHONE LINE Comm PROPOSED COMMUNICATIONS LINE EXISTING 6" `'+- �+- MtiL PROPOSED SWALE/RETENTION POND CONTOUR WATER MAIN -. PROPOSED CATCH CURB AND GUTTER ��' ®PROPOSED SPILL CURB AND GUTTER BENCHMARK GENERAL NOTES - FIRE SERVICE LINES a PHASE 4 U i O TOP OF RP C(C&H CP.50)NEAR SW CORNER OPEN SPACE 1 N 1 m ELEVATION=4748.87 FEET INYL NAVD88(NGS OPUS SOLUTION) 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND til I SPECIFICATIONS. / - 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS LEGAL DESCRIPTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND , THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. m 3. PRIOR TO THE PRECONSTRUCTION MEETING THE CONTRACTOR SHALL SUBMIT TO I i LOT 1,BLOCK 1,TRADITIONS SUBDIVISION,PHASE 3,LOCATED IN THE NE 1/4, TI 1/4,SEC.4,T.2 S.,R.5 E.OF P.M.M.,CITY OF BOZEMAN, THE ENGINEER AND THE CITY OFTANDBOZEMAN,WORKING DRAWINGS,SPECIFICATION ___ SHEETS,ETC.,FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE ' � - � " �' ,� • GALLATIN COUNTY,MONTANA APARTMENT PROJECT.INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN 1 `+ m� 1 5 N i PHASE 5 BUILDING 10 I..I APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. (APPLIES TO : o ' m SPECIFICATIONS PUBLIC SEWER/WATER MAINS,FIRE LINES,AND STREET IMPROVEMENTS ONLY.) I 5' E H APARTMENT I k U 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR t - -� -s _ I BUILDING�9 I T\ 3 h ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE TO THE BEGINNING OF CONSTRUCTION. 3 --FJ 'fl"g' ooF'F EL=4752.04 HEREBY INCORPORATED BY REFERENCE: 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 T 47 - L J V OPE53�S� 3 _ 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) HOURS PRIOR TO BEGINNING CONSTRUCTION. I.- FBI ' 2 CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING 6. TRENCH BACKFlLL SHALL BE TYPE A,FOR ALL AREAS TO BE PAVED,UNLESS \ ''I I ,. �, ADDENDUM (2017) OTHERWISE SPECIFIED. L I - 7. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS,APPROVED DOUBLE CHECK O BACKFLOW PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR THE _ OWNER NEW BUILDING(S)SHOWN IN ACCORDANCE WITH COB DRAWING NO.2660-13. ='t _ ^°�L om c •LY1I_ �E- OUG - ��- � O = I a 8. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY C • I ROSA APARTMENT CONDO MASTER OF BOZEMAN FIRE SERVICE LINE STANDARD. THE 4"FIRE SERVICE ONES, GENERAL DELIVERY INCLUDING THE OS&Y VALVES,ARE TO BE INSTALLED AS PART OF THIS - ,"„�. NO PARKING _ ,� BOZEMAN,MT 59718 PROJECT. EZI °' " o 9. THE 4"FIRE SERVICE LINES ARE TO BE PRESSURE TESTED AND CHLORINATED I-� DEVELOPMENT ADDRESS BY A SINGLE CONTRACTOR FROM THE POINT OF CONNECTION AT THE CITY 1 WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. 8"W 8"W 8"W 8"W 8"W 8"W 8"W L_J W 8 W 8 W e"W W 8"W " 1110& 1120 ROSA WAY 10.APPLICATIONS FOR WATER SERVICES MUST BE MADE BY CONTRACTOR/OWNER BOZEMAN,MT 59715 AND APPROVED BY COB BEFORE THE FIRE SERVICE LINE AND DOMESTIC SERVICE e'"ss Q WAY EXISTING BEST m LINE CAN BE INSTALLED. a ass ass ass e ss e ss m SHE (WOOD •.A 1 WATER MAIN } 11. THE 6.5'MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE,OR GENERAL NOTES SUFFICIENT INSULATION INSTALLED OVER THE LINES IF 6.5.OF COVER CAN NOT NO BE MAINTAINED,BEFORE THE LINE WILL BE ACTIVATED. 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS 12.THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH"MONTANA PUBLIC N 41 SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER WORKS STANDARD SPECIFICATIONS, 6TH EDITION",MARCH 31 2011 (SECTION STOP S AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. NUMBERS WITH MPW PREFIX),AND SUBSEQUENT AMENDMENTS,AND"CITY OF \ STpP SI 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT BOZEMAN MODIFICATIONS TO MONTANA PUBUC WORKS STANDARD TO THE ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAWINGS, SPECIFICATIONS,6TH EDITION,2017." SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT AND MATERIALS TO BE 13.FIRE LINE IS A CLASS 1 SYSTEM. " 3 USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE 14.FLUSHING ORIFICE TO BE AT LEAST 2"IN DIAMETER OR AS SPECIFIED BY L� �� LET 3 3 OR PRI WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. ENGINEER. 15.C&H ENGINEERING AND SURVEYING INC.WILL PERFORM INSPECTION WORK ON 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR THIS PROJECT WHICH IS SOLELY FOR ENSURING THAT THE PROJECT IS BUILT LOT 4 TO THE BEGINNING OF CONSTRUCTION. PER THE APPROVED PLANS AND SPECIFICATIONS. THE CONTRACTOR IS SOLEY 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA s HOURS PRIOR TO BEGINNING CONSTRUCTION. REQUIREMENTS AND THAT THE SITE MEETS ALL OSHA REQUIREMENTS AND ALL " 5. TRENCH BACKFlLL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. APPLICABLE SAFETY REQUIREMENTS BOTH FOR THEIR EMPLOYEES AND ANY 3 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS SITE INSPECTION WORK PERFORMED BY THE ENGINEER. - OUTLINED IN THE GEOTECHNICAL INVESTIGATION REPORT. 16.USE JOINT RESTRAINT AT ALL REDUCERS,TEES,BENDS,AND VALVES AS 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT SPECIFIED IN THE JOINT RESTRAINT TABLE(4/F2.0). _ _ - MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE 17.ALL WATER FROM FLUSHING SHALL BE DISCHARGED AND STORED IN A WATER " SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK TRUCK AND HAULED OFF-SITE. " PERFORMED BY THE ENGINEER. 18.V-BIO ENHANCED POLYETHYLENE ENCASEMENT SHALL BE USED ON ALL S. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE UNDERGROUND DUCTILE IRON PIPING IF GEOTECH REPORT INDICATES PRESENCE 3 FINAL C LINE LOCATIONS ARE COORDINATED NTH OF CORROSIVE SOILS. SERVICE PRO DER AT THE TI E OF APPLICATION FOR SERVICE. " IT -I N 9. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S(COB) Issue Date: 11/09/2021 WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. Scale In Feet 1 OVERALL SITE 30 0 30 F1.0 SCALE:1"=30' 9 0 9 w$-B U I L T Scale In cetera �+ F 1■O Contour Intervals: f Foot O s/1 V/2 3 #160723.8