Loading...
HomeMy WebLinkAboutThe Pines Appartments - Fire Service Line x x x x I - TV -, -F- -�- -�- , THE PINES APARTMENTS L rum FIRE SERVICE LINE AS BUILT 0 00 110 1 [ I r- T IF S } SSO MILES� A IMPROVEMENTS 'IC I _I -� - ►� _j �9�LLJIN r NAR" BOZEMAN M NTAN DILL1 I I �� r , O A SHERIDAN �\ PREPARED FOR: SHEET INDEX 3 LMF GROUP SHEET NO. TITLE G-1 COVER SHEET, LEGEND, NOTES w 3506 FIELDSTONE DR.W. c-1 FIRE SERVICE LINE PLAN & PROFILE BOZEMAN,MT 59715 D-1 DETAILS 1 PROJECT -� '•' `°CAn°" k GENERAL PROJECT LEGEND ■/.. -- ` ^'j 8P9T , EXISTING ITEMS NEW ITEMS It MAINTAIN 18° SEPERATIO {.�;�, .r /J'1\ -- --- "- EXISTING CONTOUR (1.00' INTERVAL) f- EXISTING LIGHT POLE NEW WATER/FIRE MAIN BETWEEN FIRE SERVICE, 8�9.-{ TiM (�- + EXISTING CURB & GUTTER OO EXISTING ELECTRIC METER O NEW CURB STOP AND WATER SERVICE. - _ �_. �—EXISTING EDGE OF ASPHALT o EXISTING JUNCTION BOX JI NEW BLOWOFF HYDRANT ASSEMBLY S - AT THE MAN: � y � r •= EXISTING EDGE OF GRAVEL S0 EXISTING STORM MAIN N NEW VALVE '" —'-1_ ter' • I _ t v a a e a c ' ! —x x EXISTING FENCE-BARBWIRE o EXISTING STORM CULVERT NEW TEE EXISTING GUARDRAIL ® EXISTING STORM CATCH BASIN NEW CROSS 1 - - y`•, -I I I I I EXISTING RAILROAD TRACKS s EXISTING SANITARY SEWER MAIN F_y NEW BEND o i ' 7■~ a d+ EXISTING TRAFFIC SIGNAL Os EXISTING SANITARY SEWER MANHOLE C NEW CAP EXISTING SIGN W EXISTING WATER MAIN NEW CURB (STANDARD) EXISTING GAS LINE M EXISTING GATE VALVE NEW CURB (DEPRESSED) • , bM� FO EXISTING FIBER OPTICS LINE c( EXISTING FIRE HYDRANT NEW SIDEWALK/CONCRETE } N '% {�' ,� I`i • ",\- `' o C EXISTING TELE/COMMUNICATION LINE ® EXISTING WATER METER •` 1• �' ' _ �� " © EXISTING PEDESTAL EXISTING WgTTT��,]]]'''$$$M NHOLE i ••y [7 I •• 0 OE EXISTING OVERHEAD POWER o EXI �•tiri9}q TQ E EXISTING BURIED POWER `\���� `,�U'•1•! i'�A ////'I JJ •sr- Fl EXISTING UTILITY POLE 1 4: 1� _ F EXISTING UTILITY ANCHOR 0 p i E5 J \ f • \ WILLIAM R. DREYER •: a T - `�':• , ;a• No. 13853 PE •w 0 y\ `VI THE PFU y/Z- PROJECT on1E n"��NNYlliam Dreyer P.E.13853 PE CAUTION // �i� ONA1- P.D7a�MagerXIINGUTILITIES INRA -3CONTRACTORRESPONSIBLE SHUT UTILITY LOCA TES iiiii, TRUC TO AS-BUILT 8/23/2013 G-1 i 1000 0 1000 AND DURING CONSTRUCT/ON i SCALE IN FEET 0 - 61 -CONTRACTOR SHALL MAINTAIN 18" a• \ `- SEPERATION BETWEEN DOMESTIC AND ,r-Haxaa I i� 7 FIRE SERVICE LINE AT THE MAIN. 2+28 ,INSTALL C.O.B. STANDARD FIRE -MAXIMUM DEFLECTION ALLOWED IS 3' •f / SERVICE CONNECTION (THREE DEGREES) PER PIPE JOINT. / jW/ THRUST BLOCKING a 3 / E DTL 3/D-2 0. -INTERIOR FIRE SYSTEM SHALL HAVE • f 0 BACKFLOW PREVENTION AS SHOWN IN • a. CITY OF BOZEMAN STANDARD DRAWING a • /f •' / NO. 02660-14. -d 4 •" • I INSTALL 36LF 4"O i a -THE FIRE SYSTEM WILL BE A CLASS I u ' •c� _ r ( a a / I i FIRE SERVICE. SYSTEM. A MINIMUM ORIFICE SIZE OF Y �' I,j _ • ` _ -4' I MAINTAIN 6.5' OF COVER,' m 2.5" IS REQUIRED TO ACHIEVE NFPA-24 I • I FLUSHING FLOWS. a1 $ W I ' a i • 1 a . • A • a ` STA 1+91.9 MAINTAIN 18" SEPERATION Q I I INSTALL 4" 45'BEND BETWEEN FIRE SERVICE _ ♦ _ — / I THRUST BLOCKING m AND WATER SERVICE CD I > AT TH MAIN. C CD L' GENERAL NOTES: 2" WATER SERVICE LINE / ovo ~"Nu"' ' 1- THE LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. THE - - W 1 W W I R.oREYER CONTRACTOR IS REQUIRED TO TAKE ALL W -1 a a�a.•.a, �o:=me PRECAUTIONARY MEANS TO PROTECT ALL a W WW W y °F"9 PE•m� 1 I 1+00 1' - OD.. PIPEI 4�0'•..••�� n/ONAt.C� EXISTING UTILITIES. 2. WHERE CONDITIONS ARE ENCOUNTERED WHICH STA 0+ 5.1 1 i I 1 I APPEAR DIFFERENT FROM THOSE INDICATED ON CONNECT TO EXISTING I / STA * BEND INSTALL 31LF 4"O INSTALL 4" 45' BEND THE PLANS OR IN THE SPECIFICATIONS, THE 6"0 MAIN. INSTALL li ° �_I� I FIRE SERVCE. A 0+09.3 L��,K> I / W/ THRUST BLOCKING MAINTAIN 16.5' OF COVER CONTRACTOR SHALL NOTIFY THE 6"X4" TAPPING TEE AND IN ALL 4" GATE VA VE I / REPRESENTATIVE PRIOR TO THE PERFORMANCE RUST BLOCKING GAR/ OF WORK. I 3. ALL WORK AND MATERIALS SHALL CONFORM TO 3 C� - C C CD` THE LATEST EDITION OF THE CITY OF BOZEMAN \ / N w MODIFICATIONS TO MONTANA PUBLIC WORKS � � _ - ` _✓ 1C� � --� �` N STANDARD SPECIFICATIONS FIFTH EDITION, - MONTANA PUBLIC WORKS STANDARD I" �� �J SPECIFICATIONS FIFTH EDITION UNLESS INDICATED I C _ ' M co OTHERWISE ON THE CONTRACT DOCUMENTS. `-, 10 ORDER OF PRECEDENCE SHALL BE CITY OF 0 10 20 `V BOZEMAN MODIFICATIONS, FOLLOWED BY SCALE IN FEET MONTANA PUBLIC WORKS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 00 CONTACTING ANY AND ALL UTILITIES IN THE F AREA PRIOR TO BEGINNING ANY WORK ON THIS o PROJECT. 5. THE CONTRACTOR SHALL PROVIDE A SET OF AS BUILT DRAWINGS TO THE REPRESENTATIVE PRIOR TO THE FINAL ACCEPTANCE. WATR MAIN: STA 0+00 TO 2+31 c� 6. ALL UTILITY TRENCHES SHALL BE BEDDED, z x z BACKFILLED, AND COMPACTED PER CITY OF u a o x o N BOZEMAN STANDARD DETAIL NO. 02221-1. 4840 z w m o of cY1 340 x a z APPROXIMATE a z F- m a z �I 0 7. USE UNDERGROUND PIPE HAVING MECHANICAL r Y w n o o z m OR PUSH-ON JOINTS MEETING AWWA C111. USE ^z o EXISTING GROUND m m w �!w N z o� h UNDERGROUND FITTINGS HAVING MECHANICAL z a o0 n¢ 0 PIPE CENTERLINE ± o m m ne N r�uj� � to W JOINTS NTS ATETING FITl1NG3WARE 111. IF REOUIREDSTURSENED Lu +w a r ty + a 3 a a m S�a Z Z Z J MEGALUG MECHANICAL JOINT RESTRAINT OR LU z m a o v 9• \ <o w w Q I - -�-�-_ ___v7 ti to 3(n H Z Hi a z s x� < �n z rn 3 r_.`__� I- w\w w O MEGAFLANGE RESTRAINED FLANGE ADAPTER, (n o, , H o m o Hn a 7o x: --_— __1 4835 Q Z � d v MANUFACTURED BY EBBA IRON SALES, OR 4835 -� --- ---------- UNI-FLANGE SERIES 1400 RETAINER GLANDS, MANUFACTURED BY FORD METER BOX. WATER MAIN FITTINGS TO BE THRUST BLOCKED SHALL < BE IN CONFORMANCE WITH CITY OF BOZEMAN W ¢ W 06 STANDARD DRAWING NO. 02660-1 AND NO. Z W (n Z 02660-3. a N W yy± S. ANY EXISTING OR NEW VALVES WHICH CONTROL = CO z THE CITY OF BOZEMAN WATER SUPPLY SHALL F L.L n BE OPERATED BY CITY OF BOZEMAN PERSONAL 4830 O - 4830 � ONLY. u 9. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. b 152 LF 4"OD.I. PIPE 31 LF 4"OD.I. PIPE 36 LF COD.I. PIPE 10. THE CONTRACTOR SHALL TEST AND FLUSH THE n FIRE SERVICE LINE ACCORDING TO CITY OF - BOZEMAN STANDARDS. A = 0+05.00 STA = 1+61.40J STA - 1+91.92J ELEV = 4826.51 ELEV= 4826.51 ELEV- 4026.60 ELEV -2+26. 00-1 4825 4828.60 4825 u m ri PROJECT THE PINT i e rn H(j UI DATE AUG. 20I3 a a W w!i W Ll W w SHEET 0+00 1+00 2+00 2+30.77 C-1 ti MY F1T1e10 Auasm EI.FDI FFST OSAY WILE ND we rIe331IM DAuale aw rl3A.[aw=rnTeae—u m Ydalaw ASse`Y m E sO am AUas1'D awe:1[Xr nom 0,Asa aACX`U w Af4xdY LEGEND NOTES: •SEE O.S I A.SAFETY S 1 HEALTH REGULATIONS FOR IpR s 1.ALL E%CHING S DEPTHS OVER 20 FEET MUST HAVE SLOPING CONSTRUCTION.SECTIONS 1926.651 AND 1928.852. WATER MAIN `'`^�--1/ •E FLANGED GS�Y VALVE OR BENCHING SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL OR SERVICE V V/�!J ENGINEER. 2.WHERE 1RENCH PASSES THROUGH EXISTING PAVEMENT,THE ///---�I K MRI iMT. PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A NO VERTICAL ALL AMP, �z DOUBLE CHECK VALVE MINIMUM OF 12'FROM SS EDGE OF ET TRENCH OPENING. NEWJILupl1 MIN. REQUIREMENT) WHERE NEAT DNE IS LESS THAN J FEET FROM THE EDGE REMOVE '+�'/ EXISTING PAVEMENT OR CURB AND GUTTER SECTION,REMOVE 4'OR LARGER CLASS 51 AS INDICTED ON AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND DUCTILE IRON PIPE rYP.) 1•y1wµL,f MU.ADa,E EDGE OF PAHHENT. _ _ /eeo�M1DGI F 3.WHEN IN UNSTABLE OR SOFT MATERIAL,TRENCH WALLS SHALL - -. , APPROVED PLAN(S) 1 BE BACK SLOPED MOM THE BOTTOM OF THE TRENCH.(TYPE 1 SEWER MAIN "• e ' ''•, � ,, �? Z EXCAVATION) • OR SERVICE 0 VERTICAL TRENCH WALLS •MECHANICAL •3/4" MIN. Rerdl�Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J. 0{ TO SHORING TO CONFORM O JOINT "'r )- EIaSTiN6 STREET TO O,S.ORI REGULATIONS CXCAVA 1C-a•M. 1 MAIN BOLT HOLES ICAL 5/8-RODS ACCEPTABLE FOR 4'LINES u SURFACE TYPE 2 EXCAVATION.• MATERIAL J -y,rgOpppE OR PARAi.i.F.i. ARRAN(1F.YF'.IJT GROUND SIMAa --- ----- - 90' BEND WITH THRUST BLOCK 12' l3 L J m YIL e - 7�pu�{ L 2 EXISTING L BLOCK/ NEW SEWER OR WATER SEWER INSTALL DETECTABLE WARNING TAPE \ MAIN/SERVICE OR WATER TAPPING TEE&VALVE, CRY OF BOZEUBL REQUIREMENTS HECKLVE FOR INSTALLATION OF 4j E. OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY FQ MI MAXIMUM DEPTH.(OPTIONAL) PROPERTY LINE(TYPICAL 1. The FIRST fitUn Inelaa of the bupfing shall be a UL Rated flanged m IB'MIN. 1DO lO©• FOR ALL RISER CONFIGURATIONS) size ce the fir�ewvla Kennedy ar Mueller OS&Y Valro the same \i BACK RAVE AS 51'+ECIFgp I / CONFORM to 0.51TA aEwLAnaNs• 2. NI Double Check VaM AuemMos shall W: TYPE 1 EXCAVATION;(NO SKFPEA EXISTING SEWER a. UL or FM Bated. 1HAN 1:1 SLOPE EXCEPT FOR ROCKS) OR WATER NEW SEWER OR b. Approved by the Ur.Nemlty of Sou MrT1 CcDfomlo Fomdallon for SA1�OH TA,y CROSSINGS WATER MAIN/SERVICE PROVIDE FLEXIBLE Cress C-n-t)on Control and Hydmu9c Reeeorch(USCFCCCHR)for / 0. TRENCH W1DTH�0 D.OF PIPE PLUS 2 FEET WATER-TIGHT CONNECTION >o<Halt 6 opwaUen In the proposed pwlUon(—Ucol or hodrontol)oe Mown e: FOR ALL WALL OR FLOOR on oppr.ved plaro- a9; a.tN1EYTl1 MINIMUM TRENCH WIDTH-3.5 FEET C. Inetallsd oe ehom on the apprvVsd plan., No.13353 K-W i PIPE PENETRATIONS. o m, F.�eN9•O TYPE•A'TRENCH 6AOtFLL • '4'C/ 6a'?• _ 3. A flow detscUon deVlw eM0 W InetolMd ImmedlaGly following the p � Double Check VoNe Assembly(.form Meek Valve,flow senor/alarm, 70NA1•��:'� TYPE•1•PIPE BEDDING O s WrylmnMol" O d o� 4Q� O � meter,etc.)o.Mo.n on IM appro✓od Diane. Paddle-type flow O N41E5: alarms noE permltted on dry Mtems. IMPORTED J/4•MINUS SELECT O O OOO 4. A Double Detector Check Volvo Aulwm W used walla o etondord O < 1. NO EXCEPTION TO THE MIN,SEPARATION REQUIREMENT IS PERMITTED WHEN THE SEWAGE CARRYING •IK Y IO.X.ABOE @Coosa 4AIERIAL PlAfla IN o�L O O PIPE IS A FORCE MAIN.AT CROSSINGS,ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE LOCATED SO reOfD/lDSW FLOOR lo y 0'MAXMUM LAYERS AND O ` vyr7 Qb • Gty of Ooxeman males. TM rester loop of the Double Detector iNOROU(a1LY COYPACTEO. C�7.'E✓OC7 OO ,j THAT BOTH JOINTS WILL BE AS FAR FROM THE FORCE MAIN AS POSSIBLE. check VON.eholl hole a OoutM.Check Vales Assembly het.Ded wh'_' 0 oe O j0 meet the same Installation crK.I.apedfled oboVs Tn t.quIrv—t 2 LESS M A 10 INCHES OF SEPARATION IS PERMITTED WHEN THE GRAVITY SEWER AT THE CROSSING IS numbw two. M 80 Op MADE FROM A SINGLE 20 FOOT LENGTH O AWNA PRESSURE PIPE AND THE CROSSING ANGLE IS TYPE•2'BEDDING o O OO OO APPROXIMATELY BO VERTICAL S.SPECIFIC OF LESS DEPARTMENT ES ENVIRONMENTAL DUALITY APPROVAL IS ME JOINTCAL S. Horizontal Instsllatlone moat be a minlmum of 2'above the finished REWIRED FOR SOFT OR REQUIRED FOR A VERTICAL SEPARATION OF LESS THAN 18 INCHES BETWEEN WATER MAIN AND SANITARY JaNT flaor. UNSTABLE FOUNDATION. % y SEA' 6. The fire service A—mwt be a minlmum of 2'Clear franl any 3. 'L'IS A STANDARD LENGTH OF PIPE AS SUPPUED BY A PIPE MANUFACTURER. outside Wall,and a minlmurrl Of V clear from airy Interior wall. 4. ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED. 7. The Inoorrdn fire service RIM shall be a minlmum 6W.and a n1aX- O BO' BEND WITF1 Imum of 7.5' below the flnlshed grade. N y�• /�� �/��% z WATER/SEWER SEPERATION TNRusr BLocK e. A�service S nine appalenanaes hall hate a minlmum pressure n D-1 DETAAL B. NI fire w.Mce Ines 4'and larger shall be Gass 51 Durth Iron Plpe. �1 TYPICAL UTILITY TRENCH NTs F 10.Une slurp: The Double Check Valve Aevembly shall be equal In size /�1 illyD.nnL to the outgoing pipe dlamater(downabsarn). ` V TUTS F�1' MIN.,2' MAX. �M W N V� If o FINISHED FLOOR MAX CLEARMCE .naG Q STANDARD FIRE SERVICE Q :�'• wvm nTn ABOVE B e; D-2 LINE INSTALLATION a •'.:i.'.. r:: m NTS 3 /�rA" REDUCER N MIN. is UNDISTURBED EARTH o — i Z LLjo U < W O 0 -"A .- a 2 C) TEE TEE (PLUGGED) BEND Q Z of < LU Q a Z u) Q DIMENSIONS FOR THRUST BLOCKING w O z u' FITTING TEES&PLUGS 90'BEND 45'BE &WYES 12• m SIZES A 1 B A B A B A B (n N3"&4" 1'-10' 1'-5' 1-10" V-6- V-B' V-d V-7- T-6' S6" 2-3' 1'-11' 2'-$" 2'-4' 2'-0" V-Er 1'-B• 1'-0' 8' 3*-Cr 2-6- 3-6' 3-2- 2'-a 2-3' T-li 1'-6' 1 b' 3-B' 3'-3' 4'-a 4'-C' 3'-3' 2'-10' 2'-5' 2'-0' r�•x 12 4-3 4-0 5-1 4-10 3-10 3-6 2-9 2-6 147 576 4-1 679 570 -0 3- 3-7 2-7 16 673 7-10 -B 5-9 5-9 4-r 4-5 2-9 L u NOTE: PROJECT THE PINE THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE AND 1500 PSF SOIL BEARING PRESSURE. DATE AUG 201J THRUST BLOCK SHEET u' \ D•1 / DETAIL D-1 NITS 0