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Ferguson Farms Lot 2 Bk 4 - Fire Line
LEGEND OF LEGEND -- � vrgN9 / EXISTING POWER BOX [N90'01'86`Ef {} {} © / -$FI.wceD os&v vALVE I EXISTING TELEPHONE BOX r�FLOOR 33.71 oso'oo'oo"❑F EXISTING FIBER OPTICS BOX MIN REQUIREMENT) N ANDLER " �`"C0 W No. 9518ES 4'OR LARGER CUSS 51© EXISTING CABLE BOX DUCTILE IRON PIPE(TYP.) AS INDICATED ON THE PALISIDE yq QCENSEXISTING SANITARY SEWER MANHOLE ®"a APPRDVED PUN(s) I 6,477 Sq.Ft. ° OHS 60 ec � / „mom Haan '"9e. F.F.ELEV.4814.73 4. 1T O`0 EXISTING SANITARY SEWER CLEANOUT MECHANICAL 3/4"MIN.Redi Rod,INSTALLED IN EVERY OTHER AVAILABLE M.J. _ I `r o'." EXISTING FIRE HYDRANT MAIN dolNr BOLT HOLES(TYPICAL)-5/8"RODS ACCEPTABLE FOR 4"UNES N Sflee! I Of I A4 I� EXISTING WATER VALVE 90'BEND WITH THRUST BLOCK g2,pp„p7p•p © EXISTING STORMWATER DRYWELL /,' - - _ ° --- ` p ® PARKING LOT LIGHT L - -- -- - - - �a- m CITY OF BOZEMAN REQUIREMENTS FOR INSTAt1ATION OF S� Ee 3- m umi TAPPING TEE&VALVE, e STA 0+97.8(0.0') >� C m m PROPERTY BOUNDARY LINE OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY FALLON STREET I _ 90'BEND&T-BLOCK 5• m SURROUNDING PROPERTY LINE PROPERTY LINE(TYPICAL < A. D i0 FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting Inside of the building Mall be a UL listed flanged _ a w Ic SETBACK LINE Kennedy or Mueller OS&Y wee the..m.eI....tn.fin..Tula.line. T+ STA 1+ozs o.o'R _ o 2 - - -EASEMENT LINE 2. Al Double Ch«k Valve N.embli«shall be: i FIRE RISER ROOM 4"CLASS 51 DUCTILE IRON LOT 2 m UL or FM li t d. ` F.F.El 4813.43 RISER AND VERTICAL 90' ` TO eQ n. Approved by tt U.W-Ny of Soutnem California Foundaron for 14,198 S Ft. UTV EXISTING UNDERGROUND TV LINE Fl / cm«c eatkn Conti l and Hydroalia Res«ron(USCFCCCHRB far SEE DETAIL 5 THIS SHEET BEND.INSTALL THRUST q• o C > PROVIDE FLEXIBLE, ration' the d b Hical or hodsontal ae nown an m ( ) BLOCK.SEE DETAILS 4 AND o.3259 Acres <D WATER-TIGHT CONNECTION ape propoee pn.2 (w ) o ucE EXISTING UNDERGROUND ELECTRIC LINE / pprovM pan.. 5 THIS SHEET. 01 m m FOR ALL WALL OR FLOOR a. 1. 14...nown on the opp-d pion.. Scale In Feet a cns EXISTING GAS LINE PIPE PENETRATIONS. 3. A fi det«ti dwme aeon 9 maroned immsaia sly following the 20 0 20 w STA o+15.1 (o.o'L L m Double Ch«k Verve A-nn (alarm h«k verve.flow eor/alarm. \ 90' BEND&T-BLOCK m w PROPOSED WATER SERVICE met«,a .))n .nown on tn.approved plan..P ddl.-type now alarm.not STA o+13.42 o.o'R ' "-Kted dry eyeta \ '�" THE BOARDWALK BUILDING C ^' ss PROPOSED 4" SANITARY SEWER SERVICE 4. A Double Dm«wr Ch«k Valve N.emby may be a..a wnh a al.nd.rd 8 ° 6 \ E EN' REMOVE APPROXIMATELY 7 LF 17,029 Sq.Ft. ED❑a Mx.Yf ee..s City of Bos.man meter. U.meter loop of the Double Det«tor Ch«k Scale In Meters OF.EXISTING 4"FIRE LINE F.F.ELEV.4814.68 E ucE PROPOSED UNDERGROUND ELECTRIC LINE $ Inam Fl_ooR Valve.noel nave a Ooubl.Check Valve A-mbly kemned wnkh me AND RELOCATE VALVE/VALVE Gns PROPOSED GAS LINE B th.«me k.mn.u.n antena.pedRea above in reyalrom.nt namber two. Contour lnteruala: 1 Foo 1� OX TO 6"OFF THE SffE 5. N.Hzontal in.tollaWn.must M a mnimum of 2'above the fn'Mad E STING SIDEWALK. U. PROPOSED UNDERGROUND PHONE LINE � noor. \ I TOR To VERIFY MEJOIHNT 6. The fin.ervke Hear mu.t be a m''mum of 2'from any outside wall. LO AND ELEVATION OF - F o e x (100.00) PROPOSED SPOT ELEVATION and.mimmam of V from.ny lnt Hornw.11. FIRE - y °� ISTIN VALVE AND - - - -- 10'MAX.• ]. Ths inwmi fro.andce line shall lw a minimum 8.5',and -- _ _ _ _ x 100.00 EXISTING SPOT ELEVATION ��DRNE imam ar zs b.giaw ttro flniahed grade. - - ° 8. Al fin.ervka I'na a H n II haw a minimum 5 s-U -2� S Gn5 ---_ 5 GE E ��9C BEND WITH ,n of 1]5 PSI. PPu.nano...a pree.un _u E ucE 3 - BENCHMARK THRUST BLOCK g ✓ Raffi o oo'o 9. NI Fin..ry.I'n..a and larger shall Im Clau 51 D.cBM Iron Pipe. �:r 426, TOP OF HYDRANT ARROW BOLT LOCATED IN THE CENTER OF THE t ucE uqp ucc ucE ucI° aUGE° ucE, 777 BLOCK 4 PARKING LOT 10.Une vexing: The Double Ch«k Verve Assembly eMll be equal in e.. / /-y to both the in roing pipe diameter(uPMream)aM outgong pipe diameter ON °� li-/y111 ELEVATION-4,815.13 FEET(NAVD88 DATUM) (down.lream).ao I-1'MIN.,2'MAX. I °�s LEGAL DESCRIPTION w PER NPPA-24 FIG A.10.6.3.1 \\ VALLEY 00 ON$DRIVE LOT 2,BLOCK 4,THE FERGUSON FARM SUBDIVISION LOCATED _ _ _ IN THE SW 1/4,SEC.10,T.2 S.,R.5 E.OF P.M.M.,CITY OF HUMME LANE 2'MIN.,3'MAX CLEARANCE MAN, ALLA N UN MON ANA 1 VICINITY MAP a^gmABOVE FINISHED FLOOR jrK 3 FIRE LINE PLAN a F1.0 SPECIFICATIONS SCALE:NTS F1.0 scALE:1"=zo' ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY INCORPORATED BY REFERENCE: STANDARD FIRE SERVICE 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) C117 OF BOZEMAN SCALE: 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM NO.1 (AUG 2013) LINE INSTALLATION N0. 02660-13 STANDARD DRAWING NONE DEC 2003 FOR CLASS I, II, & III SYSTEMS GENERAL NOTES REV: APRIL 2013 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE 'WITHOUT THE PRIOR WRITTEN p FIRE SERVICE DETAIL APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. FIRE RISER ROOM F1.0 SCALE:NTS F.F. ELEV.=4813.a3 2. PRIOR TO THE DRAWINGS, SPECIFICATION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE CITY OF PROJECT. BOZEMAN, CONCRETE SLAB WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT AND MATERIALS IP BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. } �} 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. L J 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. 4815 4815 Z 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE SITE GEOTECHNICAL INVESTIGATION 13.64 2' MIN CLR O REPORT. FROM WALL [N90'00'00"W] UNDERGROUND GAS LINE 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT 82.00 270'00'00" CONTRACTOR TO VERIFY THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED UNDERGROUND ELECTRIC LOCATION AND ELEVATION BY THE ENGINEER. CONDUIT CONTRACTOR TO VERIFY LOCATION AND 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL SERVICE LINE LOCATIONS ARE N N N N ELEVATION WITH TO BE COORDINATED TH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. a 9. NO GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING,BUT NOT LIMITED TO UTILITIES,AIR EXCHANGE/CONDITIONING STA 0+97.8(0.0') o O UNITS,TRANSFORMERS,OR METERS SHALL ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERLY 90'BEND FI SCREENED WITH AN OPAQUE SOLID WALL AN/OR ADEQUATE LANDSCAPE FEATURES.ALL ROOFTOP MECHANICAL EQUIPMENT Lg hriT..1'SHALL BE INCORPORATED INTO THE ROOF FORM OR SCREENED IN AN APPROVED ROOFTOP ENCLOSURE. 10. CONSTRUCTION TRAFFIC USE RESORT DRIVE TO FIELD STREET FOR ACCESS. = p J014- m O 11. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS,APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE 4810 .yA ��pY�q, 4810 INSTALLED BY THE OWNER FOR THE NEW BUILDING(S)SHOWN IN ACCORDANCE WITH COB DRAWING NO.02660-13. k J�' �'g, o 12. FIRE LINE INSTALLATION SHALL CONFORM YATFi THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE SERVICE UNE STANDARD. EXTERO WALL O �O PkF. y-,q�-1,q,P4. THE 4"FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE INSTALLED AS PART OF THIS PROJECT. 1 00 ! �d=e �I COVER(ITYP.) 13. THE 4"FIRE SERVICE UNE IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR FROM THE POINT OF O O 'k�O G•kO��v p CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. 0pH'y'� !}Ot'�"Y� 0 STA 1+07.91 14. APPLICATIONS FOR WATER SERVICES MUST BE MADE BY CONTRACTOR/OWNER AND APPROVED BY COB BEFORE THE FIRE 0 O"�r o CF i,1 90 DEGREE BEND SERVICE UNE AND DOMESTIC SERVICE UNE CAN BE INSTALLED. y'�?F' `O•k0 P Ov"rO W 15. THE 6.5'MINIMUM COVER OVER THE NEW FIRE UNE MUST BE IN PLACE,OR SUFFICIENT INSULATION INSTALLED OVER THE _ 91Q U' �od 1�1 UNES IF 6.5'OF COVER CAN NOT BE MAINTAINED,BEFORE THE LINE WILL BE ACTIVATED. `iy P 0� 11 W 16. THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH"MONTANA PUBUC WORKS STANDARD SPECIFICATIONS, 6TH I h, pd r\p�P O EDITION",APRIL 2010(SECTION NUMBERS WITH MPW PREFIX),AND SUBSEQUENT AMENDMENTS,AND CITY OF BOZEMAN E SRO MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM NO.1 (AUG 2013). p.0 OJCt�4 1� 17. FIRE LINE IS A CLASS 1 SYSTEM. = 4805 9 G�5 THRUST BLOCK _ 4805 18. FLUSHING ORIFICE TO BE AT LEAST 2"IN DIAMETER OR AS SPECIFIED BY ENGINEER. 19. C&H ENGINEERING AND SURVEYING INC.WILL PERFORM INSPECTION WORK ON THIS PROJECT WHICH IS SOLELY 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 THAT THE SITE MEETS ALL OSHA REQUIREMENTS AND ALL APPLICABLE SAFETY REQUIREMENTS BOTH FOR THEIR EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 20. A MINIMUM OF 12"OF SEPARATION SHALL BE LEFT BETWEEN DOMESTIC WATER AND FIRE SERVICE TAPS. 21. FIELD LOCK GASKETS AND MEGALUG RETAINER GLANDS TO BE USED AT ALL JOINTS.INSTALL THRUST BLOCKS WHERE SHOWN ON THE PLAN AND PROFILE. STA 1+07.9(0.0'R) 4"CLASS 51 DUCTILE IRON RISER AND VERTICAL 99 BEND. 2.0' 480 4800 INSTALL THRUST BLOCK. J� C3^ N a w w Ci Issue Date: 1011412017 0+50 1+00 1+50 FIRE RISER ROOM DETAIL �FIRE LINE PROFILE 5 F1'0 SCALE:1"=20' HORIZONTAL 1"=2'VERTICAL AS-BUILT ■O F1.0 SCALE:1"=2' 08/09/18 #1 7oasz