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HomeMy WebLinkAboutSnowcrest Apartments FIRE SERVICE AB {5��� ANgtJ �a MARK A. LEGEND 3 I CHANDLER > rxmzc aaMcs pk Fmsaukz arse mnae.a x � o OPEN SPACE ' O No. 9518ES 014 EXISTING SANITARY SEWER CLEANOUT rear ro w vv axa `E'VO w� nsr cams as,.rr krJmas eewe�r LEGEND l I R �•� o ox�r mrxm uronm e�wmi rear raw EXISTING FIRE HYDRANT ` rn 9� fGf STER �� I�® -g FLANGED OS&Y VALVE ac F4t;/ w 3 '� [S89'34'10'E] NEER NYC Iw EXISTING WATER VALVE nrzce ro a neFlam ax mMnP.E INSTALL 4" FLANG D OPEN SPACE I PED xlNc I 138.03 09025'50" DOUBLE CHECK VALVE OS&Y VALVE P R ml =4806.75' ---- DETAIL 1 THIS SHEET. J l ,� I _ - _ Sheet 1 of 1 PROPERTY BOUNDARY LINE � MIN.REQUIREMENT) ONC.SLAB 4"OR LARGER CUSS 51 AS INDICATED ON 481 810 SURROUNDING PROPERTY LINE DUCTILE IRON PIPE(mJ r�z reoe SETBACK LINE _ ,.�` „� ., r_ _ APPROVED PLAN(S) ID T 3503 SQ.OPEN CFi. I -EASEMENT LINE ° � ': .. PROPOSED GRADE FROM I CLR LI ER I I C m m o S) 3 LI TI N MECHNJICAL S/4 MM.Redi Rod,INSTALLED IN EVERY OTHER AVAILABLE M.J. I - " k x-EXISTING FENCE JOINT %.J N 'l I BOLT HOLES(TYPICAL)-5/8" RODS ACCEPTABLE FOR 4"LINES Y"-' I� H 9 ;m EXISTING T WATER MAIN MAIN ---- C ~m VALVE BOX � � w 1'MIN 3 O O I ------- J -EXISTING UNDER GROUND ELECTRIC LINE 9Q BEND WITH THRUST BLOCK as 2'MAX l --J 7 o 7�tt�5T 6' WIDE SIDEWALK EXISTING GAS LINE BLTOCK �' rc LOT 5 l l I I to m ✓_ -EXISTING SANITARY SEWER `3 w I D In TAPPING TEE$VALVE, CITY OF DOZEMAN REQUIREMENTS FOR INSTALLATION OF EXISTING STORM SEWER DOUBLE CHECK VALVE ASSEMBLY OR INSTALL VALVE AT EXISTING GRADE PRO PERTY DNE(TYPICrLL l m m P EXISTING SWALE FOR ALL RISER CONFIGURATIONS) 1. Tha FIRST fit8rp inside of the building snail be a UL listed flanged o [ $m Kennedy or Mueller OS&Y valve Me same arse ae lha fire eenAce line. F -PROPOSED 4" FIRE SERVICE a '- ]. NI Do.ble Check Valve Neembliee shall be: I I l w Ax uL FM r.ed. 480 0 805 y b. Appnvad by Ne Univereity f 5outhem CalRomi Fo da6on for 6.5' (MIN) `' LL C,n Connection Control one Hyemulic R-nol, USCFCCCHR)for i @ PROVIDE FLEXIBLE, ( c o t o nsUon I"re n vertkal or horizontal as shown on [pe Proposes Poekio ( ) tl X TI PRIV TI ITI WATER-TIGHT CONNECTION opprovee plane, EIS NG ATE U L ES ,�1 U I I l 6 WIDE. SIDEWALK I W FOR ALL WALL OR FLOOR e. Instalied as shown on We approvM plans. PIPE PENETRATIONS. L M 3 �, 3 A M eetec8on el-b eMll be'nelak immediatey followirp the o`l 2 S Do bla Ch k Valve N.embly(alarm check valve.Row eenwr/alarm, •�� o`p I \ L`i�U meter,atcJ ae shown on the approves Plane.Paddle-type flow alonna not THRUST BLOCK C22W71 BENCHMARK pemmtted on dry.YA.... ySp ad 5�O m 50 r I I I STORAGE l 4. A Double Deteolor Check Valve Noemby may be uenl wiN a etrnJ 10 CENTER OF EXISTING SEWER MANHOLE City of Bozeman meter. fie star loot/of the Double Detaator Check n � � y lab IlaoR FLOOR Valve Mall have a Double Chink Valve Assembly petalled wh'ch m..,, 3 F.F.ELEV.=08.75' COVER(t 1023) '''. the same'neWlbl'on anteria epx'fied above'n raRuiromant number tiro. Hy. o 0 8p6' ELEV.=4,807.51 FEET '' odzonfal'nelallot'one muN be a m'n'mum of 2'obov the finished STA 30.01 n DATUM:(NAVD88) NoorH STA 0+03.92 CONNECT TO 90 DEGREE BEND o A• ) --- ICAL n EXISTING 8° WATER STUB WITH w l 3 JOIN S. Tha fin sent riser must be a minimum of 2'from arty oufsiee wall, TAPPING SADDLE.IN 4" + I a min'mum of t'from any interior wall. APPI SA LE. STALL 10'MI GATE VALVE AND VALVE BOX. ; 1 7. The inoorninq fro eervae line eholl be a mnim-8.5',and a max 48O BOO LOT 6 ENTRY imam of 7.5,below the fini.h•d grode. 1 S CK '•" > THRUST BLOCK So BEND WITH 8. All fins III line appurtenance shall nave a minimum prwssuro J� F.F.ELEV.=08.75' LEGAL DESCRIPTION THRUST BLOCK " ro inq of ns Pal. W c W LOT 2,BLOCK 2 S. All fire III line r..longer shall be Class 51 Duane Iron Pipe. EXISTING 8" WATER MAIN w w STA 0+O6.fi6 3� tt c�CD 90 DEGREE BEND ~ m NORTON EAST RANCH SUBDIVISION PHASE 1 i 10.ane dzin. The DoabM Cheek Valve Neemb shoo of ual in size w LL y 2-STORY g y e4 v"i o - to born Ure maomm i elomete< a.troom one w,t of i mometer z 0 16 PLO( LOCATED IN 9 PP• (p ) 9^9 PP• SE 1/4 OF SECTION 9, (saw"ern°^')' } I STORAGE �: T.2 S.,R.5 E.OF IIr 1'MIN.,2'MAX. 0+50 GALLATIN COUNTY,MONTANA •PER NPPA-24 FIG A70.6.3.1 3-1 l Cc o l a 2'MIN.,3'MAX CLEARANCE 2 FIRE SERVICE PROFILE F.F.ELEV=08.75' AB1.0 SCALE:HORIZONTAL 1"-20',VERTICAL 1"-2' ADA ACCESSIBLE UNIT cane m¢k ;. ABOVE FINISHED FLOOR - - RESTRAIN ALL JOINS WITHIN SPECIFIED LENGTH FROM a is naTI' l �Q -___-480T---- eML n N m R EASEMEf MI FITTING T( ._...... � V1 13'x30'WATER t - Ljj FITTING LENGTH(FT) NOTE LOT 7 SEED AIL 4 ER PLA ENTRY 3 00 90 BEND 9 IS SHEET ' PATIO F.F.EL -08.75' 4LOT7,404 Sg2t. N n STANDARD FIRE SERVICE l % ro n CITY OF BOZEMAN SCALE: LINE INSTALLATION N0. 02660-13 ADA ACC SIBLE UNIT 1.0882 Acres 0 NO JOINTS WITHIN 4' W� W 8X4 TEE 10(BRANCH) ON RUN STANDARD DRAWING NONE FOR CLASS I, II, & III SYSTEMS DEC 2003 1 b1 a rl REV: APRIL 2013 Z m 0 Ss _ 0 x CENT 0 EXIS G 3 M Q 1 VE &1 3)FIRE SERVICE DETAIL S ER MAN LE l -� ' > STORAGE=J l !� a _ GENERAL NOTES - FIRE SERVICE LINES AB1.0 4,110. 1' o _ cc� SCALE:NTS 3 I � F.F.ELEV.=09.75' qep: V C 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE a c PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. �' m I ENTRY / J rc Z l 3. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE CITY e OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.,FOR ALL EQUIPMENT AND MATERIALS TO BE l rcl V1l rn I o - USED ON THE PROJECT.INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. (APPLIES TO PUBLIC SEWER/WATER MAINS AND STREET Z LOT 8 6. n - F.F.ELEV.=09.75' ;wo Q W IMPROVEMENTS ONLY.) l 3 g, 3 c ASPHALT PAVEMENT U m m m 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF o j I STORAGE Q CONSTRUCTION. o Scale In Feet 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING 5 0 5 n CONSTRUCTION. >y l m o 6. TRENCH BACKFILL SHALL BE TYPE A,FOR ALL AREAS TO BE PAVED. 2 U 2 l yl o ,m a F.F.ELEV.=09.75' 7. ACCORDING TO CITY OF THEBOZEMAN REQUIREMENTS,APPROVED DOUBLE CHECK ACCORDANCE PREVENTION DEVICE Scale In Meters MUST 6 INSTALLED BY THE OWNER FOR THE NEW BUILDINGS)SHOWN IN ACCORDANCE WITH COB DRAWING C• Pf�•l NO.2660-13. a O SEE DETAIL 1 AND 2 c N ENTRY 8. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE SERVICE THIS SHEET FOR o 0'WIDE P LIC " 'c -' LINE STANDARD. THE 4"FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE INSTALLED AS PART OF FIRE SERVICE RISE .38 _LEY n ILR��VY EAS NT m 47.00'(TYP.) 9;.,,. THIS PROJECT. DETAIL l F)ER P n Z 0. 9. THE 4"FIRE SERVICE LINE IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR FROM '3 I l ry, THE POINT OF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. 3 ti y F.F. ELEV.=09.75' DWI 3 FACE n"., o 10.APPLICATIONS FOR WATER SERVICES MUST BE MADE BY CONTRACTOR/OWNER AND APPROVED BY COB F WALL �0 CENTE STORAGE BEFORE THE FIRE SERVICE LINE AND DOMESTIC SERVICE LINE CAN BE INSTALLED. RISER THE 6.5'MINIMUM COVER THE NEW FIRE MUST E IN PLACE,OR SUFFICIENT SULATION 11 TH S PROJECT WILL L B CONSTRUCTED CTED I AC RDANCBN WITH "M TANA PW PREFIX),WORKS SUBSEQUENT ED l l r\ O OVER THE LINES IF 6.5'OF COVER CAN NOT BE MAINTAINED,BEFORE THE LINE WILL BE ACTIVATED. 2" COPPER SERVICE l I 6'WIDE SIDEWALK `jam/ 0 APRI ECTION TH 12.THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE W1TH"MONTANA PUBLIC WORKS STANDARD 1 c�i O/� A/ AMENDMENTS,AND"CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD 4 SPECIFICATIONS,5TH EDITION,MARCH 2O04." -� O,p• - I ID l EXISTING COB BLOWOFF TO REMAIN. STA 0+19.7 13.FIRE LINE IS A CLASS 1 SYSTEM. CONNECT NEW WATEf)-SEfWE-AT- - EXISTING TAP.INST L NEW CURB -0z_ 14.FLUSHING ORIFICE TO BE AT LEAST 2"IN DIAMETER OR AS SPECIFIED BY ENGINEER. STOP AND ADJUST TO FINISHED EX. 8" PARK R I/ ; l GRADE.FIELD VERIFY ELEVATION AND W 4" D.I.P.FIRE SEWER A K ,p 15.C&H ENGINEERING AND SURVEYING INC.WILL PERFORM INSPECTION WORK ON THIS PROJECT WHICH IS SOLELY -LOGATON OF STUB. SERVICE STUB O 8'WIDE SIDEWALK FOR ENSURING THAT THE PROJECT IS BUILT PER THE APPROVED PLANS AND SPECIFICATIONS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND N �I O �y� THAT THE SITE MEETS ALL OSHA REQUIREMENTS AND ALL APPLICABLE SAFETY REQUIREMENTS BOTH FOR M5 THEIR EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. GAS GAS IGAS G AS GAS GAS GAS 3 EX.8" D.I.P. © N w. WATER STUB C -Ain Ain �}n Ain pin ALA nLn l l X c - 138.03 270'25'50' ---' CONNECT 4" FIRE SERVICE TO EXISTING 8"WATER STUB STA 0+06.7 �' a [N8534'lo"w] WITH TAPPING SADDLE,GATE VALVE AND VALVE BOX. 0,0' CONTRACTOR TO VERIFY ELATION AND LO ON. 3 l 3 UGE UGE UG UGE GE E UGE -y- UGE I on l sc N 3 l I OPEN SPACE PROPERTY LINE N �' in Issue Date:0311012016 .:: zj Scale In Feet AS-BUMT 20 0 20 EEmAr!%mmmommi ABImO 4 FIRE SERVICE DETAIL FIRE SERVICE PLAN 02/26�6 6 0 6 AB1.0 SCALE:1" = 5' 3 Scale In Meters A81.0 SCALE:V=20' Contour Intervals: 1 Foot #15045