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HomeMy WebLinkAboutHomewood Suites HOMEWOOD SUITES �.�4 A0 WATER SERVICE, SANITARY SEWER SERVICE AND FIRE zQ o �HYDRANT IMPROVEMENTS Uj _! NN CL., 0 TANGE'S SUBDIVISION , LT 2=3 BLK 3 Ln 11 TH AVENUE NORTH & BAXTER LANE o BOZEMAN , MONTANA z Q 3 � 3 3 PREPARED FOR: BUFFALO VENTURES, LLC 17 LOCKWOOD DRIVE CHARLESTON, SC 29401 PREPARED BY: � I 705 Osterman Drive, Suite F S A N D E R S O N -0 m Bozean, Montano 59715 S T E WA R T Phone 406.522.9876 www.sandersonstewort.com in W 0 Of d G a F- z i r7 Z f ♦, Q Z a F- Y Q J m Z W ! A% W W �0 2 `{ UO=� V7 iM �cn Z cC W 5 O W Y L Q z > 0 fkf m W W 0 W 5 Z,fV z 0 O7 SITE `` SHEET INDEX >w Z F— ^♦ i SHEET DESCRIP AON z COVER SHEETLd N 2 OVERALL SITE LAYOUT � r 3 UTILITY PLAN-PROFILE of 4 HYDRANT PLAN—PROFILE w As ? � S DETAILS Q 3 -71d�.s' DATE: .D. CMK . l 6� 10/9/08 E4; REVISIONS: 2/23/09 /09 4/9/09 9/10/09AB MEE v ' APPROVED BY: QUALITY ASSURANCE: VICINITY MAP „ SCALE: NO SCALE „ NOT TO SCALE CONFORMS TO CONSTRUCTION RECORDS FILE: TANOES_PRO UTILITIES — AUGUST, 2009 SH°ET°E 1 OFos5s_°2 \\ \ / c \t` O uj fgsT°Teg90'N fN + � r1� e rk II roR' ark o I 4r. �y�/ � Ilk ct Li R z Ile / � Q�4'WJtiyr A 1 X Z O I I'I �� � a �• � ; v. � � � � f• lam„+. O�'` „+�� /�`/ �� �..,I r �+a,"y„ a ! r y / '4a°j• f/ r (o \ a J Z J fito wti of / �3i d ) �. /ir ^j a, / w Ad o q� } N cr Z Q J 1— \ c / S �.. • a /�+ya a .� 4 /// f / �Ql lal N �' LLJ z > a 0 'I II I \ ■ a'�tl'a 4'4r / Myy4 30 15 0 30 60 CAD.j III��I \—�l 1�V ,.\A`e•'� A�\ '"�i<P400-''Ati,aw— / ®®�Lp i /'� i / 10/ 9DATE: MONS. 2/27//00891 - 3 0 3/23/09 4/9/09 APPROVED BY: OUAMASSURANCE: x. I I 1 . �� A. �1 \ SCALE 1„-30' "CONFORMS TO CONSTRUCTION RECORDS" FlLE: TANGES_PRO PROJECT NO.:Boz_osois_o UTILITIES - AUGUST, 2009 SHEET 2 OF 5 - - Q I �I I dal I <• �� ° = —_ W O all W ` I — C a ^4 x'W'R► �` L� / ro' Z O ji It od v) Z W 0 OR — DENOTES "AS—BUILT" CONDITION X 30 15 0 30 80 z a SCALE p n Z PLAN 1" = 50' _ g PROFILE W m W HORIZ. 1" = 50' I M x Z VERT. 1" = 5' Z N a< 0 WJ.'10 al 0 z 7-sod 0+00 -_--- o+ao.eT 1�0 Oi 00 1+D3.44- I Lj o Z EDGE OF I'uw., NEW BLDG ,EDGE 111a',m j W NEW BLDG 2'MAX, �W �ZI0 F N OS&Y VALVE ) Vl In>m 0 4720 _ 4720 4720- —— ——— 4720 w a —J MZF a BUILDING INSTALL FIRE SERVICE LINE Z F- FLOOR PER CITY OF BOZEMAN NEW d�SANITARY STD.DRAWING No,02260-13 SEWER SERVICE NEW 4i DOMESTIC J (SEE DETAIL) (MIN.2x SLOPE < 8'FIRE SERVICE NEW 6'FIRE MIN 6.5 FROM MAIN) L<1 SERVICE VFR CONNECT SERVICES - 2'-RIGID- L) WITH TAPPING TEES BLUEBO O 5 (THRUST BLOCK MIN.Ir INSULATION W. THE TEES) SEPARATION W V) 4710 - -YY - NJJ ;1 4710 4710! -- -- 4710 Q w� 'm -�b 10 iv n •ni x env ja� Ma __ _ _ _ C.A.D. CMK z> �ii pp.� ms 5- i12: ii�' i �#iM z'! zw� DATE 10/9/08 REVISIONS: 2/27/09 3 3/23/09 Y U Y z Y M _• - mz. <IS' , I '2heYai: �Y YY :i pz'15B: n' z z n ,tl e b 'o+f I g utz m 4/9/09 8 a3z� < 67 C-6 +. �' +i 4700 +zS� c?__ -- 9'__ 4700 s/lo/osAe . ; ai o�m Om aV: o�< o om= o 0+00 0 0+00 +o ApPROG BY. OLIALRY ASSURANCE: SEE SHEET "CONFORMS TO CONSTRUCTION RECORDS" FU:E TANGES PRO UTILITIES - AUGUST, 2009 SHEET 3°of 560 zao F. 3 LU r i Ln 8 cq �,.� ias 6 3#P\ ter. _.._`4 `\'•.� 4 PS L— Lu Q� 4 t� f_ _ s✓� .g I Q 3 - `- axn ww NORTH 117H AVENUE - t. to c a ny ef z w m 0 Of 30 15 0 30 6G z a SCALE Ofn z WEST HYDRANT SOUTH HYDRANT PLAN 1" = 50' =YQ Of PROFILE J J w wm HORIZ. 1" = 50' '--LL I?W'z VERT. 1" = 5' z N m aLn Q wJaYp Z 5 z Q O J 0+00 0+00 �NJ. Q O< Q 3 m LLI 7 N Q w 0 O z n vn m 4720 -_�4720 4720 _ _ 4720 a z _ -- -- - -- - ~a� z MIN. 6.5' Lo COVER MIN, 6.5 WITH COVER CONNECT WITH NEW 6* TOPPINGT TEE O NEW 6" TAPPING E HTbRANT r(THRU5T BLOCK > LINE f THE TEE) � HYDRANT�T (THRUST EaLOCN JJJ LINE 1 THE TEE)I w 1 to =j=t Of 4710 4710 4710 4710 a Q� CAD. CMK DATE: 0/9/09 REVISIONS: 2/27/09 3/23/09 a _ am aI ? a== a 0+00 0+00 APPROVED BY: _ CUALRY ASSURANCE SHEET "CONFORMS TO CONSTRUCTION RECORDS" SCALE: E FILE: TANGESP_PRORO PROJECT N°9O UTILITIES - AUGUST, 2009 SHEET 4 of F 065 °z 5 YA"BELOW TOP OF 8'-0"MAX. NEW PAVEMENT SURFACE 3F-0'MIN. HEAVY DUTY MONUMENT BO%,SIMILAR TO CAIRD ENG.N0. 50606-1 TO BACK OF CURB INSTALL PLUMB WITH C PUMPER NOZZLE NEW HYDRANT, — STREET PAVING k GRAVEL AS REQUIRED all 0 FACING STREET MUELLER SUPER CENTURION 250 a OR WATEROUS PACER REBAR ANCHOR • • - SEAL JOINT WITH RAMND C `�� s 8" %3'ROUND CONCRETE SLABSUP ` V MIN.4'-0"CLEAR ALL _ _ THREADED ADAPTOR Z AROUND(TREES,HEDGES, - FROST BUSHES,ETC.) I� EXPANSION SLEEVE THREADED PLUG O I, 3 ELEVATIONS AS SHOWN O •T• - NON-SHRINK CLE ANOUT PIPE,B•PVC W r11 ON PLANS OR 0 2' / BACKFILL N N ADJUSTABLE SCREW ABOVE TOP OF OURS T -_ 6• C GRADE TYPE VALVE BOX WITH LID 1 L—T.-.----- CONCRETE n/ 0 ANCHORS rr�� GROUND UNE� .H I i i 3'-0"MIN, BE$.BEND • • V) s-7 A END OF- W � TRENCH Q) NOTE' COAT RODS WITH"KOPPERS•B]TUMASTIC 40.50 COATING OR EQUAL - Q C THRUST BLOCK DIMENSIONS UNDISTURBED - '••` - *•A•• vs.. 1 1 1 0 1 250 PSI O ;t B"PVC N EARTH \ :��.,. MIN.6.5'COVER sepOL. e^ A A A , T'-0]'-0 3' P I-a'J'-a'T-a'J'-0 Y- t'- ]' ]'-0'S-)• 1 Y-C S'-0 3 T-a i-e V.T T-a T-a•3-0 J'-0 1 211 3'-a']-0'•a 3-0 Y-a a-,Y 3'-0 - , 14 Y_Y 3'-0 Y-0'J a ]'O -a 3'-a']-0••-0•'-0•-0 4_0•'-0••-0 3 1 4 3 s'J'-0 3-0>-s 3 a S-0>'-1•i-o' I.V. •-0 a-E e-0 4'-0 END OF LINE CLEANOUT 4 .- •-0'a'-J r-o F-0 e•-e•>-o•e r,e- r- J-e e-o a•-o IF REWIRED USE PLUG -CONCRETE - NOTE PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM. SANITARY SEWER C L E A N O U T DETAIL 711RUST - BLOCK TO MAIN LINE THRUST BLOCKING AND ANCHORS ARE REWIRED ON ALL 6"VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. NOT TO SCALE MEAL-LUC OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU CONCRETE THRUST BLOCKS. •OTY OF 802EMAN STAN—D DR—C NO.DZ730-4(DEC 2003) THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES. I' `JOINT AS REQUIRED FOR PIPE SPECIFIEDIFIED THRUST BLOCK DETAIL - FOR WATER MAIN VALVES) \ NOT TO SCALE • (DE,20a3)�- nn or Do.—sT+News R oAw«Ic No ozeeo-3 `NEW 6" AUXILIARY GATE VALVE MIN.X CUBIC YARD WASHED GRAVEL \ `FLANGE JOINT +MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK PROPERTY FIRE HYDRANT DETAIL LINE OR NO PRESSURE GAUGES OR PRESSURE EASEMENT GAUGE FITTINGS WILL BE ALLOWED ON LINE THE TEST PORTS OF ANY BACKrLCW GREEN STEEL POST NOT TO SCALE ONLY FITTINGS ALLOWED BETWEEN FIRST OSNY VALVE AND ASSEMBLY LEGEND BOULEVARD AT END OF SERVICE 4• •Ot,OF 1101EMAN STANDARD LMAMND No 02660-4(TIES 2008) BACKFLOW ASSEMBLY TO BE 90'BEND, Towns. VARIES \I •'$FLANGED OSBY VALVE STREET SURFACE 5'SIDEWALK GROUND SURFACE (TYP•) 00 GLANCE TO BE THREADED ON STANDPIPE, `M.J TO FLANGE ADAPTORS NOT ACCEPTABLE ',r'-; / (TYPICAL FOR ALL RISER CONFIGURATIONS) DOUBLE CHECK VALVE -•�:'T"✓ 1• / 2.5' Z 4'•OR LARGER CLASS 51 MIN,REQUIREMENT) / B W DUCTILE IRON PIPE(TYP.) ) 7 AS INDICATED ON (TYPICAL EXCEPT IN SPECIAL VARIES CIRCUMSTANCES WHERE CITY HAS'1 FLOOR X APPROVED PLAN(S) APPROVED ALTERNATE LOCATION) Of • d MECHANICAL "ON,REDI ROD,INSTALLED IN EVERY OTHER AVAILABLE M.J. ~ JOINT BOLT HOLES(TYPICAL)-W'RODS ACCEPTALLE FOR 4'UNES 2'X 2' Q WOOD NI uj I MAINlie MARKER Z B 90'BEND WITH T14RUST BLOCK SERVICE LINE W DO THRUST PER FOOT MIN.,YJP PER FOOT 0C ' - BLOCK 45'ELBOW MAX. Q N Q Q RMUCER H�\ JA TAPPING TEE&VALVE, SEWER MAIN Q J m Z �C OR INSTALL VALVE AT PROPERTY LINE(TYPICAL CITY'OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF \ W J IOR ALL RISER CONFIGURATIONS) `PLUG U Z Q DOUBLE CHECK VALVE ASSEMBLY IN LINE WYE FITTING FOR 5 U NEW INSTALLATIONS. H ,••. ,. 1- the FIRST IKbnq insk)e of the bulldlnq mall b.a UL Isles flanged SADDLE FITTINGS ALLOWED W Z W American Flo,Control, Kennedy or Mueller OS&Y valve the same SERVICE INVERT NO FOR EXISTING INSTALLATIONS ,S Z Q O _ size os the lire servlce lion. LOWER THAN SPRING QN1C UPON APPROVAL OF LINE OF SEWER MAIN CITY OF BOZEMAN SEWER .GO W W 2. All Double Check Valve Assemblies shall be: FOR WYE FITTINGS. DEPARTMENT Z O PROVIDE FLEXIBLE, _ a UL or FM listed. W L� WATER-TIGHT CONNECTION b. Approved by the University of Southern Colllanl0 Fountlallon far fn V)>m .. F _1 FOR ALL WALL OR FLOOR n,vn• Cross Connection Control and Hydraulic Research(USaCCCHR)for W PIPE PENETRATION- op.aUon l the pr0poxd Doslllon(verNcol a norizonlol)as shown on }v approved Olone. Q Z y c.Installed as shown on the approved Plans. H< ff�•rw IICrYIII 9EyO 1. Double Checckl YalvevlAsseh.lemb�y6(alamtalcheck valve,howl ecn."Morm, Z met.,etc.)as shown an the approved plans.Paddle-type flow alarm= SANITARY SEWER SERVICE LINE DETAIL `� not pertnitted on dry systems. W U DIMENSION FOR THRUST BLOCKING J 4. A Doable,elector Check helve Assembly may be used with a standard NOT TO SCALE Of wmuRTeStr •'�"�' FLOOR [icy of Bozemon meter.The meter Ioap of The Double Detector Check Of rnnGS ICES tr GEDG! .D eENa 4e'BOrO tr"'Es In'BEND MA I Valve Shall hove a Double Check Valve Assembly Installed which meets •Ott Ox BOZEMAN STANDARD DRAMNG NO.a27.T0-2(OEF 20D3) Lj rt A B A B A 9 the name Installation Criteria specified above In requirement number two. A e r-T r-Y I'-s- 1'-e• 1'-e' a'-lo' 1'-Y a'-.. S. H—antal Instollollan.must be a minimum of 2'above the finished W a' I'-0' 1'-11' 2'-e' Y-Y t'-,Y 1'-T 1'-n' a'-la' floor. F- n' 2'-e' z'-e' 31-2- Y-a• r-if* 2'-I• r-V r-e• MECHANICAL JOINT 6. The tire seMce user must be a minimum of 2'clear from any 3 10• 3'-A- 3'-J' 4'-0' V-,O' ]'-a' 2'-e' 2'-2- 1'-II' outside wall,and a minimum of V dear horn any Interior oil. Y-lo' 4'-e' 4'-r- 3'-e' 3'-3' Y-Y 2,Y 7• The Incoming tie service fine shall be a minimum of 6.5'.and 0 may- CAD. CMK S-10• a'-e' 4'-11' 4-Y 3'->' 3'-s' a'-n' Ion no of 7.5'below the finished grode. 10/9/08 DATE: NaIE Dw!iAelE IS BARD ON,!a I51 YMN P,a>SWE 2000 Gar 6, All W.serNC.line appurtenance.shall hove a minlnlMm pressure sea TMAX.eassuwE, 90'BEND WITH rating of 175 PSI. REV���: 2 27 09 THRUST BLOCK G AIL wwA n.NM—NOEIMIUNE 8. All lie.slice loss 4"and larq.wall be Class 51 Ductile Iron Pipe. THRUSTBLOCK DETAIL 10 Lin..121 p: The Double Cheek Valve Assembly shag ba equal In ll2e (FOR WATER MAIN FITTINGS) me outgoing pipe diameter(dornsireom) APPROVED BY: 3 r.l..ww QUAEffY ASSURANCE: NOT TO SCALE •uoxrur+Guauc rlwNs STANOwO mEcincATNwls-s7ANOARD wAwNa xD a261So-1 STANDARD FIRE SERVICE LINE INSTALLATION C°WAL°SATE Yzfxr.=,W FOR CLASS I. II & III SYSTEMS scAEE: SEE SHEET MIN. CONFORMS TO CONSTRUCTION RECORDS FILE: TANGES-PRO THICKNESS NOT TO SCALE •Orv.eotEw STANDARD DRA-1 No OM.-13(occ 2w3XREw6ED JAN 20os) UTILITIES AUGUST, 2009 PROJECT NO.:�=-DS 5s_oz SHEET 5 OF