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Home My WebLink AboutHawthorne Additiion & Renovation Fire Line b ♦� - wo.Aw:.L tov a e ��i e e r r uxHea 11±±U Ir co) r ROZEMAN SCHOOL N7N7dj' I W DISTRICT N0.7 uj! � u \-X..X—X1r-->-'<—' -' a I MECHANICAL ROOM DETAIL LU od 1 LEGEND -3 -3—To°or'LANCE flFv:(NPa.so Z f%iSTNc �aosfo cCNTPoI a—T `O eOrtSt[ur(.S(.Wtl 2 w II— rn[ttnn[[ rf1M wATEP gNWCE O Q r14 ryrelrµt �. u.oe. V.. a N W STOPU MW INLET —<c.r..- —aaao— coNrauus 0 LT.iNTEuvus, was O a aWANE o �G PoE oNE _ "z uw(.Cwawu O(CIIK uCE vowfP vaf w fLELTNiL man5E0PWEn ® O m POWEP NGLE Wn,LNT �f � 2 ELEL— cur wPE RAPING SETS uroLxtquw(arL.we..a ucc -PMglnsn .ATE NANPAL GAS UNE :I1 GAS VALVE .:I GAS 4AWCE/A�ETEP SIGN �r UEVEPGPE N 1PE£ .an —4]95— mEE uHE 153/ S..NP g IRE SERVIC R— o RECORD Div,fmE ANO WATExTA� Wcsw.leaar.rA —RETE ...... .. DRAWING Ql A'GL s. aw%,,V A S" aO.K.ttr M.w y,ttp _ 1101101I ot.n t.eL rirei —0�� —��— cwortrt H.wr VAMM �� FIRE&WATER .a..r rN.nq rtn SERVICE PLAN &PROFILE C2.1 —0+25 0+00 0+25 0+50 0+75 WATER SYSTEM NOTES ' 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE �rs.r RlA BY THE CITY OF BOE WATER DEPARTMENT, TAPPING TEES _ [ MID VALVES A HND B B FURNISHED FURNISHED AND INSTALLED BY THE BOZEMAN WATER DEPARTMENT I I rw�swP ` I CONTRACTOR AND THE WET MADE BY THE CITY OF T WITH THE COST PAID BY THE CO ra gym.„�, 'a•'w w.w - -.� r,y•ram\ e�..s a NTRACTOR ME CONTRACTOR SHALL EXCAVATE THEE TH•...m v.. .O• ��I NRKuxs EXISTING MAIN AT E LOCATION ON TO BE TMPW TO CONFIRM THE M' TE PIPE DIMENSIONS PRIOR ORDERING w 90'FITTING lEE OR CROSS FITTINGS.. M 1HE TMPING SLEEVE SW INSTALLED BE INSTALLLLED WITH THE Y--�nrr _ wu•• Nw I • �� er OUTLET SET ES THE HORIZONTAL PLANE THE TAPPING SLEEVE OR�IM4 _ ,\ SHALL BE PRESSURE TESTED AND WITNESSED BY ME ENGINEER PRIOR TO TMPING BY THE CITY. A CONCRETE THRUST BLACK " �•. • SNAIL BE INSTALLED BEHIND THE TEE 1 ��w sar 17• N I Nq*R vPN UN 2) PROVIDE A MINIMUM OF 65•FEET OF COVER FOR ALL ••vh N��' ��--11III1II1IIY WATER PIPE UNLESS SPECIFIED OTHERWISE IKWLp• • •i ""' •i+ �w' rRM , ^L THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH 9-f•rl v✓r • SECTION 02221 BE MPWSS ALL WATER VALVES TO BE < < RESTRAINED .V�� ry� • r••V•1w'✓.vIw•ul n_ p W -t: "�, • „ , 45'FITTING \ 22.&FITTING 4) CONTRACTOR SHALL INSTALL ADORIDMOL FITTINGS. nt w.. �~ I `9`°"•� AS M1EOl1ATELYVR 511.TEST. DISINFECT UGESSSARIWATER LINES _ AND FITTINGS dT11 ---- --- - --- FITTING RESTRAINT NOTES: _ wWr 5) WATER LINES SHALL BE DISINFECTED ACCORDING TO MPWSS nu "'��•" , I L RESTRAINED JOINT 11-NGS MAY BE Ug0 IN LIEU OF 02660 AND AWWA Cfi51. \ j� •��• • - e•amv - III THRUST BLOCKS INSTALL ALL RESTRAINTS IN �1•eY"y.wv `w'L•�" F �L, - L �----III IILII ACCORDANCE W1 TH MANUFACTURERS REQUIREMENTS. 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO s'sm..ym -� =� F' 7-? ) p `L 2. RE5TRAWT5 MUST BE INSTALLED TO RESIST PRESSURE BE MP S 02660 AND AMA C600,TEST PRESSURE TO BE 200 li iF 200 PSI. CALCULATIONS BASED ON POLY WRAPPED OR 1 5 TIMES THE SYMC PRESSURE(WHICHEVER IS HIGHER)AT ME HIGHEST POINT IN NEW LINES, yWw BUBBLE PIPE SAFETY FACTOR OF 1.5.TRENCH TYPE 5. .w'.•� w�o�:vw JJ.ws I rax.s� �� ^ w~�••�-grF �4 cp^ y.e-...w+uT v..f END CAP OR VALVE 6•BURERE DEPTH,SOIL TYPE CL T) CONTRACTOR TO COMPLETNSTRUCTI APPLICATIONS FOR CITY WATER - - 3. WHERE APPLICABLE,PIPE LENGTHS ADJACENT TO FITTINGS SERVICE PRIOR TO fAN51RUCT10N OWNFA: M Ni M!!aX•w! .•'61y MUST BE RESTRAINED. TYPICAL RESTRAINT IINGTHS REQUIRED ARE SHONN IN THIS DETAIL B) FIRE CE WIT LINE TO BE TESTER PRESSURE RUSHED IN MMW�w�0 AA 4WI r1w•w W.INN w,A•�el•wW wv.A•\1N• ACCORDANCE WITH NF10 BE TEST PRESSURE TO BE 200 Psi. BOZEMAN ISTRIC NO.7 AND RUSHING FLOW TO IN 10 FL/SEC WITH 4' THIS CAN DISTRICT N0.7 NANAIIt W0A<W.t R cti U Y o.zu. - :CITY OF BOZEMJLN SCALE: THRUST BLOCKING FOR I N0.02660-3 CITY OF BOZEMAN I SCALE: NO-02660-4I BE ACCOMPLISHED BY USING A Y TM WITH A 4"DISCHARGE sTq NOMO DIIIAWb10 NONE WATER MAIN VALVES DEC 2001 pNDARO DRANING! NONE FIRE HYDRANT FEB 2DO6 1 MONO PIPE Sur p TO PE I p (I I IK I.1W"PE 1 WIPE HOSE(100'LENGTH). ffff 9O•li 11 I 9) CONTRACTOR TO PROVIDE A COMPLETED"CONTRACTORS NOTES NOTES NOTES TEE OR CRD'a ) p 0 11 MATONAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" °T•Fs""'^'I^ ' 1. WATER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER VALVES TO BE CONSTRUCTED IN COMPLIANCE W TH I, FIRE HYDRANTS TO BE CONSTRUCTED IN COMPLIANCE WITH A'FTT 11 7r 7 0 L TO 1HE CITY ENGINEERING DEPARTMENT FOR FIRE SERVICE rx sv vn MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,SECTION 1 U J J 6 LING. 02221,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING, 02660,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING AO CAP vE 41 p2 e2 117 10) AS GUILTS INDICATE LESS THAN 65'OF COVER OVER 45•AEHN0 VERT to M 4� EXISTING WATER MAIN IN E LAMME ST.CONTRACTOR TO 2 TYPE 1 PIPE DECIDING SHALL EXTEND FROM 4"BELOW THE 2. ALL VALVES SHALL HAVE THRUST RESTRAINT. IF JOINT 2. SEE PLAN AND PROFILE DRAWNGS FOR HYDRANT LOCATIONS, PROVIDE 4-RIGID INSULATION UNTIL COVER 6 ACHIEVED PIPETO 6"ABOVE THE PIPE. RESTRAINT CONDITIONS. SHALL BE ADEQUATE TO DEPTH AND GRADES. WITHS AND DEAD-FEND CONDITIONS. FITTING RESTRAINTS DETAIL 3. DETECTABLE WARNING TAPE IS REQUIRED. 3 HYDRANT LEADS TO BE MECHANICAL JOINT. IF JOINT HALF SIZE, RESTRAINT IS USED IN LIEU OF THRUST BLOCKS,ENTIRE HYDRANT LEAD TO BE RESTRAINED. FULL SIZE:Y"=1' rr•iNLI.Ow -M.'y..� ..--o.a• WESSe61SWW�..w 'J'CaNCAis67v SEE.DETAIL IL F--'i::' �� -') r~y'� '•' L;---.-_-J "m.�L.:... `�Y."'..J _ DETAIN � .•o'�"�x$4..Tj .►:i• rw rN'• arraa..r M.w '�P.'.��Iy aJ.o.oJ. � � � ��f��V O lcTY�At� p�RSi i r . r.f- 7� •' _r v- .,y., a a s;�i� = `� • ;if�jN�i��iii%f%yr irr rrr ri�irriir�f✓��NH4[i�1�1 WINNER ��iyr�f5fNf5�f.T ' II � ''CItT•Ty yy�HN.�wr ~ E� Lu " � _.Mw....._._......-_.............�M.., �-,,,r :�..';.�.•..�..."..._.....�y.�.- Z .""_� .a wfI l..R•us�• �•-. .....� ...��I".C.-,... Q� ram. r.I '. �..�:�'''.�r'Jr�� ••�Ylt�•..�...'.•.....-....-- -...... ........•.w... 06 I i ��..:.' S"L'w...�er"J .S.=Si•. ..... .....J.�.-�'.r.- ••s•CA Z •NWMWeN+A•^+� ^_ • ^• QiV pl pmtlLML SCALE: STANDARD FIRE SERVICE r WATER mm"LINE LINE INSTAWTIOX N0.02660-1 •gr•r�W�ww•r�•rww �•►•� CITY DP 00MRAH',SCALE: NO 02660-15 Mlplpp,lly�6lp NONE DEC 2%- NONE in.cm 110E 10"IMIN 6 DNc.2003 � Iw pIN L\4.rRW.6 wA 1 OTANDARD DRARTNG Q CITY DP BOZEHAN SCALE: WATER SERVILE LINE NO-02660-6 (UNES 2"AND SWLLFRI CITx of eOaENarc SCALE: Wp1ER S[RVICE UNE iND.02660-1 'DRAWING NONE DEC 2003 aNDARD o1L1RTNc NONE DEC 2003 _- IOV fiN!AN IgN61A I NOTES NOTES NOTES NOTES W 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER 5ERMGE TO BE CONSTRUCTED IN COMPLIANCE MTH MP W55 I. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER SERVICE TD BE CONSTRUCTED IN COMPLIANCE WITH ICI n MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,SECTION AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,SECTION 02660. MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,SECTION �' Z 02660.EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING 02660,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWNG. 2- SEE PLAN AND PROFILE SHEETS FOR SERVICE SIZE AND 2 SEE COB DETAIL DRAWING 02660-17 FOR ADDITIONAL WATER 2. SEE WATER SERVICE PLAN AND PROFILE SHEETS FOR 2. SEE WATER SERVICE PLAN AND PROFILE SHEETS FOR LOCATION, SERVICE INTERIOR CLEARANCE ADDITIONAL SPECIFICATIONS ADDITIONAL SPECIFICATIONS. O S c NOTE: THE DETAILS SHOWN ON THIS PLAN ARE PROVIDED FOR EASE OF 00 Do � REFERENCE. OTHER STANDARD DETAILS MAY APPLY. �N K 2 �m qN b nYevi.�. 'y/a N Errt�.z vti_ {{// �E •fnA MAIMING SEES l� 1 _ _ NFP I V•..4 -,w l'1VbnA•=N.�.iw K4 p/sN ft_ 00 . 1 fJ��• i w IN roV a 4f�A1 .4 1524 4'Mlh -. RECORD Sit - -----" ---- ------ - -- DRAWI --- NG OMHRHE "`'r°""•""."'-'� WATER SYSTEM NOTES AND DETAILS cAf'NAP LNNAXu M H R .EDC26.D-Iv nT ND Li ]00.1 C2.0