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e'xE'xe•TEE 2'WATER LINE LOT 2 OF C.O.S. 2089 FOLLOWING NOTES APPLY TO SHEETS C10, Cll AND C14: STA 30+00(THIS SHEET)- FOR IRRIGATION P.O.C. CONSTRUCTION NOTES: STA 7+59.04(SNT.C14) a-GATE VALVE(N.W) e'xe'x4'TEE e'xB'xe'TEE 1. 'MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, 1996 (MPWSS) ARE STA 34+0a24 STA 34+19.D1 HORIZONTAL DEFLECTION 90'BEND THE MINIMUM STANDARDS AND ANY ADDITIONAL REQUIREMENTS BY THE CITY OF BOZEMAN, 30'WATER 4 GATE VALVE(E) g•GATE VALVE(N,E) STA 35+23,49 STA 3e+89.07 INCLUDING COB MODIFICATIONS TO MPWSS, SHALL SUPERSEDE. EASEMENT -BT,BE,G TE 12 2. ALL WATER MAINS 4' AND LARGER SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 25 t ------- ----- - �i4- � SHEET C8. - - _ - - •_- -- r p t�� j ' 11 BreE\ w_-_ 3 DETAIL FIR E HYDRANT ASSE UES SHALL BE INSTALLED IN ACCORDANCE WITH MPWSS 27 H .-.-L-'= '-•-i .=-'--------- -- - - -- - r- 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER AND �. 1R ai x _ I 12-SO ,e•sa -T m t A• i SEWER MAINS AND A MINIMUM 5' HORIZONTAL SEPARATION BETWEEN WATER AND GAS LINE. tr •,.:. . . ti �� I 5. CONTRACTOR SHALL MAINTAIN A MINIMUM 6.5' FROM FINISH GRADE TO TOP OF PIPE ON ALL WATER ----- --- -- - -- - - = -- SHEET C8. _ j I - LINES. THRUST RESTRAINT SHALL BE PROVIDED AS PER DEIAILS 28 AND 32 ON I d - '._•'_ I 6. BURIED UTILITY INFORMATION EXTRACTED FROM EXISTING RECORD DRAWINGS. SEE WATER ':- - \ N,`e 1a5 6,T.OF STA 33+e291 FlRE SERVICE g 'a` j I rr �, 7. THE SITE CONTRACTOR SHALL COORDINATE THE CONNECTIONS OF ALL UTIUTY SERVICES TO IMPROVEMENT 1 t\ SEE 9NEET C4. I THE BUILDING WITH THE BUILDING CONTRACTOR AND ARCHITECTURAL PLANS. PLAN.SHEET C14 1' \ EL-471p.27 j I ALL WATER LINES AT SEWER CROSSINGS, SHALL BE LOCATED TO PROVIDE A MINIMUM 18" RE HYDRANTD1 ,\ 9. VERTICAL SEPARATION FROM THE SEWER PIPE. 1 \ \ I 24 LT.OF ST 1 \ 9. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE SET OF AS-BUILT DRAWINGS TO SUBMIT TO . I 1 THE ENGINEER UPON COMPLETION OF CONSTRUCTION. EL-4717.34 r \ I 10. THE CONTRACTOR SHALL MARK THE ENDS OF ALL UTIUTY SNUBS. SEE DETAIL 29 ON SHEET 55 THE HOME DEPOT C8. �\ \1 NATIONAL PROTOTYPE _ '+ I 11. THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING UTIUTIES WITH GOVERNING 95.443 S.F. 1&765 F. I PURVEYORS. I ` ` F.F. EL.-4718.8 I 1 I 12. CONTRACTOR TO VERIFY LOCATION OF 8' TEE FOR FIRE UNE WITH FIRE PROTECTION PLANS. \d 13. THE 8' WATER LINE AND FIRE HYDRANTS WILL BE PUBUCLY OWNED AND MAINTAINED. THE REMAINING FIRE LINES, IRRIGATION UNES AND DOMESTIC WATER SERVICE LINES ARE PRIVATE. II �'--J --- -__ �� 14. ANY EXISTING OR NEW VALVES WHICH CONTROL THE C.O.B.'S WATER SUPPLY SHALL BE OPERATED BY C.O.B. PERSONNEL ONLY. BIER \ 1 I I 15. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO W GATE VALVE •. ` I BEGINNING ANY WORK, I I „�_1•j 4111' I 16. CONTRACTOR SHALL FIELD-VERIFY UNE AND GRADE OF EXISTING CONNECTIONS. -$ - ,,_ _�r- ..., •- ^,:-• ! .I. _ PLAN .). :tit SEWER IMPROVEMENT J�`'� ss SEE SHEET C12. 17. ALL TEES, BENDS, VALVES, AND CAPS SHALL BE MECHANICAI JOINT FITSS NOTED, AND TINGS, UNLE 1 J, , - i:;:^ •, - J " - _.r3 e ` v - INSTALLED WITH THRUST RESTRAINTS AS PER DETAILS 28 AND 32 ON SHEET C8. 18, ALL WATERMAINS, 4- TO 12- DIAMETER, SHALL BE DUCTILE IRON, CLASS 51 WALL THICKNESS, 1 B MEETING AWWA C151 REQUIREMENTS. (STATIONING IS ALONG WATER LINE) Irxe xe'TEE SE WATER NFROVO4f1T \\ �TAI STA.39+74.36(THIS SHEET)- nA•SQT OIT NORTH NI NAR W/YPC M&M INC.(PROPER IY CORNER) STA 15+420(SH7.C11) VS 0'SOUTH OF THE NORTH LINE OF T SIDE OF 19TH AVENUE AND B'GATE VALVE APPROX.(N,S) St CTION 2.EL.470e.50 50 25 0 0 100 SCALF FFFT 30 31 32 33 34 35 36 37 38 39 40 CONTOUR INTERVAL- I FOOT OOINIIAACM SOIL:MMITAW :: 0,,.- :: ... .. -. .. .... ..-7h -- .....:. : ... ...... -... : .. .. -.---- A i11MILiM LG-001t11.1R011 v o- ........ 7Dr ar rPC iD ram'Glace }' "g . �Jg: $ 85 :7S Q. � NOTES 4d1 ' >n ..:: L�y{ . . � .. :T NO Cif ICES htl5 SHEEN'PER.ESL 1 'To G . . . . m+��I . 2 -E(EVAt10NS SHOW AT HYORAN75' . . . . . . . . .7o G DI :: GI .. .... :. ...:: ..: ARE;AT THE TOP-OF THE-ARROW BDLI-- vq . FINISH GRADE : : ;:m - -: : •SO DFBOZMAN DAI�JIIL� THr.CITY 4720 . . . . . . . . . . . . .. . . .. . . .. .. . ... a IJa5111e en«"°• REVISED TO-pONPORM TO y_ CON$TRUCTI(pN RECQRDS ; 77 _ ASPROVIpER_BY: E$I'INC. 4710 - - - - .. .. ........ - 4710 ... .-.: . TJ -'i2f1T/02,12'/18/02'rAND" . . . . . . . . : . . . . . . . e'Ie r. 12/19/;QP 8 e"D.I. : ... 1AD DAIX .- ci 4700 : n : . .L-3e2A1' .. : p L-1 04.48' $ : . . . . . . .. - - .. ....... ... .. ..- GGGG a D.1. j si rW W L-1 e5 Se' - ` .. 1.-t/d.1Yt. �` '-- Ir - - .: ... .. ... - .: .- - B'D.I. ::� /lV/,� I'f1+r�l/V/;IlD }✓I V'�I'I :: . .... ::... . . . ... ... .:. ::. ..: . . . . ...:. . ... ..:... . .. . : . . . . .. . : . . . .�� :. MAINTAIN e'CLEARANCE' - - - --- -.... .. --. .- :: :..... . . . .. BEtWEEN2-k e"WATERUMES - .. ...... -... -:-- :::: :..�- - -.. .. ... -.-. .... ---.-. ....... .. CALL .. . .. DID.:. . .... .. . ... .. . .. .... .. .... ... . .. ... ... ... . .. . ..... BE-FORE YOIJ: STA 30+00 To STA 3Y+7436TYFE 'A' ,TtENN3N BACKFILL .....: ..... -8 0 0\ 2 4=5555 _, ... .... . .ONE. .CALL:NUMBER. . . : . . ... . . ... . . . . . . . ... .. . . . . . . . . . . .. . . ... . .. .. . .. ... .. . ... ... ............ . .. . . . . . . . . . .. . .... . ... .. . . . . . 48 HR. NOTICE ..REQUIRED wow Drawn Date T CITY OF BOZEMAN SCALE WATER n cwo 01 zs oz •-µ'� w Ta for Eii Lneerin Inc. PUBLIC WORKS DEPARTMENT THE HOME DEPOT Y K �• h SHEET M... ,'. �I Civil Design and Lend Planning - -_ W. 116 ML.Nun Ava. EAST OLIVE HO 1•-50' BOZEMAN, MONTANA �bd BBUBCIN Spokane. lfuhinaton 99zDI BOZEMAN, MT. 59771 g - -- �V^ 01/2B/02 (5D9)sZB-s97i FAX(bD9, 9zR-Nr2, 4os-5B2-23ao LET ON SITE PUBLIC WATER LINE (WEST) \ , Y 1 6 03 RDH DOK CONSTRUCTION RECORD REVISIONS Checked STA. 30100 TO STA. 39f74.36 Clo Na Date BY Ckd Appr. Ramona p3LZ5Ls]Z Approved Date Approved Dale � BE,BT,G SEE WATER LOT 2 OF C.O.S. 2M A. A.21+50 CS a — 1 .SHEET C10 NOTE: SEE SHEET C10 FOR CONSTRUCTION NOTES. t-- -------- III r__--- 901T0M OF ` 1e•w i PROPOSED I I DETENTION POND •t.� I ,B� � � Juture e � � , _ - 1 •>. �- 1 I ti A I / developmen t � ryII` I CONTRACTOR TO VERIFY ELEV ATION OF EXISTING WATER LINE WITHIN THE DETENTION 11-1/4'BEND 10— _ ��/ a. I I' 1II PONO. IF MINIMUM COVER IS NOT PROVIDED STA. 18+18.73 //6 / i / I \?; I ION GHEE LL N ELATION AS PER DETAIL 30 I WA� - y, L -- ' 45• ST'w8'A. 8 REDUCER(SE) I ^ r uir \ 11 I •�,�' I I / n�.� REMOVE+EXISTING END CAP AND CONNECT TO EXISTING --- '� -- -;' I• I- _.L. 8'LINECONTRACTOR TO VERIFY .�' .1.• _ .�•. ",ij^�ii'� Sy i �� LOCATION AND ELEVATION PRIOR Q-.- TO CONSTRUCTION. COORDINATE S , 14 to 1a ��i'A eo0ZEN4Atd WA7WERTM DCEPAR7�IIENT. NORTH / '!? I SEE PROFILE FOR WATER LINE GASKET REQUIREMENT UNDER DETENTION POND. a \� .�/ /,,/ SCALE FFFT - ; SEWER IMPROVEMENTS PLAN SEE SHEET C12. CONTOUR INTERVAL - 1 FOOT 1 22-1/!AND 11-1/4 VETO STA.16+3LI5 z7 e'><B'.e'TEE C8 FIRE H AN ASSEM Y STA 15+47.20(THIS SHEET)- T.BId. STA. 39+74L3E(SNr.cto) STATIONING IS ALONG WATER LINE) REBAR W/YPC Mach INC.(PROPERTY CORNER) EL.-4720.22 8'GATE VALVE(N,S) ON THE WEST SIUL OF 19TH AVENUE AND APPROX.570'SOUTH OF THE NORTH LINE OF SECTION 2.LL. 4108.58 13 14 15 16 17 18 19 20 21 22 • T Q .. .... .. .. _ .. - .. , -_--- . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OTES -:: :: : m .•__. -. ::. GASKETS W WNOR WATER.LINE I ... .. ..' . . ..:. - -: - -.:: TOP OF on"'nom POINT sH ;�.. :: : .:::... ...... 2.ELE Ik ONS SHOY�ISAT MY ;�. - p 1 .... .. r q �y`1 G.: -.. ..: NITRILE RUBBER CASKETS(N .... . ... ARE AT THE TOP-OF THE'ARROW MXr ... `o C k .. ... :: . -.-. :AND•ARE RELATIVE TO THE-CITY- . :. .. . . . .:. .. . .. g . ... .. . . .. . . . m } d . . . . . . . . OF B02EMA?f DATUM: t t - -� m � ' 1. 1 n t:pN1RACTAl1:>NIIM�:MMNTARI: .. 1W a ... .... A•IMYM 1.0'•OOVDIlIIOM• -$ b I"nA I 1 - -: .: - ..::. :. :: ... . .. ..::.. ..... .... ..:- .. . 7w a►PPE:TO"M PRAM: a o 4i20 p :4?90 REVISED TO CONFORM TO . . . . . . . . . . . .. . Q.� .. CQN TRllCTI N RECORDS-1 :: .. ... F�N1011 YdtADE :.:..:. :..:: :-- -- -- .-:+-... - - .. ---8...... „ .. .. _.... A5 P14OVIDEP BY 5$11NC ON 12117/02:12/18/02 AND .. ....... : :. .. ::: 'n EXISTING GROUND - : .. r:::: :: .. 4i10 _ ---r , _. 47E10 12/19/fl2. .... .. . . . . . . . . . . . -.: . .... . .. _.. ... .. REVISED:Br:.. IfAT1E :FINIBM:QIADE. ...... .... f.... .. - .... .. .. /'. ROM ..... 1/6/b3 I .. / . 4700. ......... . . : . .:. . . . :. . .. . . . . 4 D.L -.... . .8DL . . . . . . . .. . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . .. . ... . ... . . . . . . . . . . . . . . . . . . . .. 4i(i0.... ... . z3 - CONt5MW770N RECORD 4�N9N .. :. -dd W W .. $ 4890 VERIFY- m - _ .. ... ........... ... .... .. .... ..... .. ... ... 14 --.- --- .. .. ... -. -- ................. .. ..... ... ... .... ..... ... ..... .. POND. 8 MINIMUM LINE WITHIN _. .... .... ................. - ., .r.D.I. ..:., ... ... .. .,.. ..... .. .... ..-- -- :. .POND.CIF MINIMUM COVER ISV NOT PROVIDED a a'Ol' ,lr D.I. : - R : ::: INSTALL INSULATION.AS PER DETAIL 30 ,. . ... .. . . ... . . . . .. . . . . . .... ... . ..... .... . . . . .10. . . .. .. . .... ., .... ... . . . . .�. . . . . . . :ON SII CB.. . . . . : . . . . .. . . . . . . . . . . . ... . .. . . . . . ...... .... --. ...... ................... ............... .. .... ... ... - - --. -.-..... ....-...... ... ... .. - .. -- ... .. :: : .:.. .:: .. ....... .: -..---- - - - , .. CALL . _._ : . . . . . . . : . . ::: . : .. . ... . . BEFQRE YOU' DIG .... .. S A.;19+9 STA, 21+80.. CB - ..:: - .. .... .. .. .::: -. :. -. -. ... ..::... ....... ....... ... .....- ... .. ... . - - - - � . 800 4-4 - 555 1YAE •A': N t�. : . - .. A :... ... : . . . .E?NE GALL N11MBEa. . 37A•1S4OQ TO STA•IW b THE CI4 8 CKR STA. 19+75 TO ST 22+20. . H NOT _..... ... - T-:—TSB TRENCH BAacilµ 48 R; IC9 REQQIRED —__ WATER Drawn Date ,"„'.,'.", - ,•'ONTA/y''•,, rw•• Engineering, CITY OF BOZEMAN SCALE THE HOME DEPOT a........._q 1 N 01Dr dInc. PUBLIC WORKS DEPARTMENT CWD 01 28 O2 II civil Deei`n end Land Planning SHEET ;* 1XJLITTM. T;: W. 106 Mimion Ave. 20 EAST OLIVE t,a�trz ,'-� BOZEMAN, MONTANA I Deagned = BIBCli SPok� , W-hindton 9920t BOZEMAN, MT. 59771 5MB D„28/02 . (5D9) 928-3371 FAX (509) 328-8224 406-582-23A0 VERT. I•-1D ON-SITE PUBLIC WATER LINE (EAST) /� 1 1 8/03 ROM ODK CONSTRUCTION RECORD REVISIONS •:�w,o T,> ! „ �''�*ed °�ro STA. 13f00 TO STA. 21f47.2+ 8 Ab. Date er Ckd Appr Revlon SAA 02 Approved Date Approved Date LOT 2 OF C.O.S. 2089 FOLLOWING NOTES APPLY TO SHEETS C12 AND C13 CONSTRUCTION NOTES: 1. "MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,FOURTH EDITION, 1996(MPWSS)ARE 6. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE SET OF AS BUILT DRAWINGS TO SUBMIT TO THE MINIMUM STANDARDS AND ANY ADDITIONAL REQUIREMENTS BY THE CITY OF BOZEMAN, THE ENGINEER UPON COMPLETION OF CONSTRUCTION. INCLUDING COB MODIFICATIONS TO MPWSS,SHALL SUPERSEDE. 7, THE CONTRACTOR SHALL MARK THE ENDS OF ALL SEWER STUBS. SEE DETAIL 29 ON SHEET C8. 2. CONTRACTOR SHALL MAINTAIN A MINIMUM 10'HORIZONTAL SEPARATION BETWEEN WATER AND B. THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO 1 XISTING UTIUTIES WITH GOVERNING SEWER MAINS. PURVEYORS. t 3. BURIED UTILITY INFORMATION EXTRACTED FROM EXISTING RECORD DRAWINGS 9. ALL SANITARY SEWER PIPING SHALL BE PVC, IN ACCORDAR(:! iWTH ASTM D 3034, SOB 35, SEE SEWER IMPROVEMENTS 4. THE SITE CONTRACTOR SHALL COORDINATE THE CONNECTIONS OF ALL UTIUTY SERVICES TO UNLESS OTHERWISE NOTED. ADDED 4*0 UTILITY SLEEVE PLAN,SHEET C12 THE BUILDING WITH THE BUILDING CONTRACTOR AND ARCHITECTURAL PLANS FOR NORTHWEST ENERGY 10. ALL THE 8'SEWER LINE AND MANHOLES SHALL BE PUBLICLY OWNED AND MAINTAINED. THE REMAINING 5. ALL WATER LINES AT SEWER CROSSINGS, SHALL BE LOCATED TO PROVIDE A MINIMUM 18" B'SERVICE LINES WILL BE PRIVATE. VERTICAL SEPARATION FROM THE SEWER PIPE. 26 6"SEVER SERVICE WATER IMPROVEMENTS C8 STA. 45+40.65 SEE SHEET C14 SEE WATER IMPROVEMENTS C14y�� I // \ - -- - OWER TRANSFORMER - - - AND POWER SUPPLY -- --- -- - N I 1 { assl 7 �° - _- - 21 1g 1� V 50 25 0 50 100 s � 20 bf1� R § q 8' CAP - 18 _ UTILITY EVE MOVEd �I\\ I 1 SCAII FEET LE. 4706.9� /� 19 a p' - PERM k NW ENER VI 1 1 CONTOUR INTERVAL = 1 FOOT / 8-SS 1 I I 4 \ �.N SHEET SERVICE EX1D/90N I I L-35• M.H. 1 1 2A I A� .,, j G-.0075 8'LE. 4707.26 STA.4Y+10.91 / 1 I I I _ T.B.M. C6 STA. 47+07.40 TiIS SNEE - I 1 8'LE. 4705.05 BASS ON THE W YPCEST SIDE INC. (PROPERTY CORNER) 24 M.H. G (( nn I I I ON THE NEST SIDE OF 19TH AVENUE AND 28 B'SEWER SERVICE STA.6+94.91 (S1=E SHEET C12) 11• L-45' APPROX. 570'SOUTH OF THE NORTH UNE OF 0-.0076 SECTION 2. FL. 4708.58 �C8 STA 44+75.37 L-40' 6'I.E. 4709.00 42 43 44 45 46 47 48 49 50 51 .. . .. .. . .. . .. . c o. . . . . . . . . . . . .. . . . . . . . . : : . :: : :. . . . . .m : e v wsnec•GtaX10 FYNSH b1A0E 8 .. 4720: ::::. a -` \ 4720 : . . . : . :. w 4910 :: . . . . . . . . . .. 4710. ... . : . ::... . : . . . . .:. . : . . . . ' . . . . . .:. . . . . . . : .. . .. . .. . . ... . ... . .. . . . .R1=V151=D�ti:i C�N�FiM't0-- . ...... . CONSTRl1CTION RECORDS ,.. AS PROVIDED BY: ESI INC. . } W 4700 :. ON 12/17102,12/18/02 AND 4700 _ . . . . ... . . . . . ... .. . . . .. . . . . .. . . . . ... . pmp tpp STA.L-202.74' - : .::. ....: g g L� i31r I .. _ ACT.L-203.26' 6AM .. . .... .. ...... n o .. • .... •- .. .. •... ...•.. - .... r 0.0044 c-.0100 : :`�m : .. .. RDFi BY �. .. . . 4690 .. .. ... . . . . . . : . . . . . . . . . . . . . . . . . . .. .. . . . . .. . . . . . : . . . . . . ti W W Y . . ...: ; :. .: •.. ::. ...... VC .. .. .. '1. STA L-47. : ... .. .. - ..., .- ..... ACT L-47.90 ..... .. .. .... :.. I I I - .:.. Cr.Q946- - ..... .... ... . . . . . ... . . . .. : . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . - ;.. .. ..., . .0.0014. . . ... .. .. . . . . . ... .. . .. . . . . . . STA. 43+75 55 TO-•STA. 49+10:14 TYPE "A' TRENCH BACKFNI CALL....... .. .... .. .... ... . ... . . . .. . . .. . . . . . . . . . . . . . . .: . . . . . . .:. . . . . . . .. . . . . . . . ... . . . . . . . . . .. ..; .. . . . . .; . . . . . . . . . . . . . . . . . . . . . . . . . . . ..:. . . . . . . . . . . - ... .. . . . : . .. ; BEFORE .YOU DIG . • . :: .. . . . ...... : .... . .. . .. ... . . . . . .... . ... ...... ... : . . . . . . . . ;1. . . . 8QU. 42 . . . . . ONE CALL NUMBER .. _ .. . . .. _. _ 4$ HR. NOTICE REQUIRED Drawn Date SEWER #014 A& i Taylor Engineering, Inc. CI OF BOZEMAN SCALE cND of 28 02 II Civil Design end land Planning PUBLIC WORKS DEPARTMENT THE.HOME DEPOT SHEET oe 8COTTM. i*= A. 106 Mission Ave. 20 EAST OLIVE HOW 1"-50' BOZEMAN, MONTANA 8Q7ned _ BUBCH - Spokane, ft.hm4lon 99201 WrIFE ` ° Iro9I aze-9871 FAX(609) sze-e224 BOZEMAN, MT. 597/1 SMB D, 26 D2 0 s1� 406-582-2380 PERT 1'-10' TSCHACHE LANE SEWER LINE 1 1/6/03 RDH DDK CONSTRUCTION RECORD REVISIONS _ Checked '•,�i` ` STA. 42+75.55 TO STA. 49+10.14 C13 tVo. Date By Ckd FAppr. RevFeiona SAA 03 25 02 � Approved Date Approved Dub LOT 2 OF C.O.S. 2089 REMOVE EXIST. 12'CAP FROM WEST LEG OF EXIST. 12'CROSS. CONTRACTOR TO VERIFY ELEVATION STA. 11+61.40 OF EXISTING WATER LINE. IF MINIMUM INSTALL 12'x8'REDUCER W/O-45-BEND COVER IS NOT PROVIDED,INSTALL 8'GATE VALVE INSULATION AS PER DE7AIL 30 ON REMOVE AND RELOCATE EXIST. SHEET C8. FIRE HYDRANT ASSEMBLY APPROX. NOTES: STA. 8+82.05 29.5'SOUTH OF EXIST. WATER MAIN. 8'x8'x6'TEE CONTRACTOR TO RENEW FIRE HYDRANT 1. SEE SHEET C10 FOR CONSTRUCTION NOTES. 6'GATE VANE(5) ASSEMBLY WITH CITY OF BOZEMAN WATER ADDED 93.00 L.F. DEPARTMENT TO CONFIRM ACCEPTABILITY 8*CAP STA. 00 STA.8+87.01 INSULATION 1 INSTALL 12'x8' TAPPING TEE FOR REINSTALLATION. 2'TAPPING TEE W/8'GATE VALVE(FLxM4 TOR TO VERIFY ACCEPTABLE WATER IMPROVEMENTS STA. 20+00 1 L A TWO STRIP.) SEE SHEET C10 - EL-4723.19 I 1 ------ ---- - - 1 b'SS —_ lS I I + lV 0 I n 1 2 Ic� LANWEE LINE'B'PROFILE 1 I 6gA1- _ It-1/4'BEND I ya Y SEE LINE*A*R11 I ---. STA 19+30.35 1 I I 1 50 25 q 50 100 1 - _ I 46'BEND I - 27 FIRE HYDRANT ASSEMBLY r CAPS STA.10fM.10 + I .(7--{D040 I I I �1 SCALE -1 FEET E� EL-4719.23 WATER SERVICE LINE -31�I I I I I 1 STA. 18+89.04 1 CAP CONTQBt INIFIWAL i00T 2 DIA. C8/ FIRE HYDRANT ASSEMBLY 7 ROAD IMPROVEMENTS 8'x8'x8' TEE 10.5 LT. OF STA. 10+41.16 CB SEE SHEET C15 SEWER IMPROVEMENTS STA.7+59.04(THIS SHT.)- EL.-4720.45 TBLIL tY GATE VALVE REBAR W/YPC M&M INC.(PROPERTY CORNER) SEE SHEET C13 STA.30+00(SHT.C10) ON THE WEST SIDE OF 19TH AVENUE AND 8'GATE VALVE(N.11� APPROX. 570'SOUTH OF THE NORTH LINE OF SECTION 2.EL 4708.58 (STATIONING IS ALONG WATER LINE) 7 8 9 10 11 12 18 19 20 rw . . . . -. CONTRACTOR SHALL MAINTAIN y .. :.. ..._ .... _ __... .... _ .. .. _ ........ _ .. ... . .. . . . . ; . ..... . - A MINIMUM 6.5'COVER FROM . TOP Or PIPE TO FINISH GRADE . . . . _ . . . . . . . . . . . . . . . . . . . . � �� ' .oi r - m 1 FlNISH GRADE .. 1. F .. : .. - m •. .4730 1..N0 CH OES THIS•:SHEET PER ESL:: 1 $+. + +m m vI ... rii' V v. w 4730 - . .. . . -- . . n = n 'n -.- .:.-..- : . . . . . . . . . .... . . . . . . . . . . .2.'.ELEYA,TIONS'.SHOWN'AT'HYDRANTS. . . g DOS61/G $ ARE AT THE TOP OF 111E"ARROW:BOOT ' _. AND ARE RELATI THE CITY n OF BOZEMAN DATUM. a $ °o 4720. . .. . . . . . . . . . . ,. .. . . _ 4720 ; _: 4720 .. ... 4720 . . . REVISED Tf7 CONFOFtWI TO .. ... q6 Pq�OV�b�Y ES�C�. 14710 . ... . . . . . 4�10. . . _. . . . . . . :: . . . . .. . . . . . . ... . . . . . . ... . .4710. :. . . . _ IN 12t17/02,'12/18102'q'ND. . :- :::. 1B'.4AlC : : : : : : : :: : : ::: :: ::. - .: •S'.D.I. >Ir 0.k 12/19/02. _.. ..... .. .: :L+41.31' A,ftBB'- CONTRACTOR TO VERIFY •- ELEVATION AND IOCAdON..: -.... ... ..... ..... _ ., ..:: : .:.- .: : v�i Of EXIST.CO STRUCTION _ O� 12'WATER LINE 11 REVISED BY: I OR 4700 : : . . :: . . . . . . . .: . . . . . 4700. . .. :: . - . :: .... . . . . . . . . m -�. . . . . . . ..R01i. . . . . . : . . . . . .$ L-N,Op• :: L-12101 :: L-1tl0.t1' L'4294 d .c ... ... . $ .. $ .. $ _. CORAIA61M TO 11 MY SAVA11011 �.a o + F a F : AND•LOCA110f OF A)WIM:CROi b o N . 1 . . w - C�OVCTC�Af DI9AWl�VC . e'0.1.. � :.LINE "B":PROFILE: r I I . . . . . ... - : . . . . . . . . . : . . . - .. ..: . :: �41�L 41-. .- . . . . . .. .. . _ . ..LINE "A'; PROFILE: B.E FQ R YOU DIG STA 7 TO STA. 11tB1.40 �Op 1 osA+o+ - 00 424 555 . . . . . . . . . . . �. . . . . . .. TY?E. "TREN�H.dAlOKfl44. . . .. . . . . . . . . . . . . . .. . . . . . . . ' ' " ".' ". ._ " T T 00 . . .. B. •. . :. .TYPE : : TRENCH BACI(FNl.• . . . : CALL - _ _ IR • ::... ..4$ HR� ROT ICE REQUIRED E'D --- - - Drawn Date THE HOME DEPOT WA TER oNTANq'•.,, C�•Taylor Engineering, Inc. CITY OF BOZEMAN SCALE CWO 01 28 02 _ I Civil Design and lend Planning PUBLIC WORKS DEPARTMENT BOZEMAN, MONTANA SHEET SCOTT. `,*: ' W. 106 Mi.W.. A. 20 EAST OLIVE HOR¢ 1''SD D6&V-d -p° Spok.... Wa.Ainslon 99201 BOZEMAN, MT. 5977, ]'5'CHACHE LANE WATER L/NE �L (609)328-3371 FAX(609) 320-8224 406-582-2380 VERT 1/6/0 RDH DDK CONSTRUCTION RECORD REVISIONS CheckedsMB D1 28 02 ,V,� ,• STA.7+00 TO STA. n+61.40 C14 M0. Date By Ckd AW.. Reviaiorle sAA o3 2s 02 Approved Date Approved Date STA. 118+88..9.9 TO STA. 20+00 LOT 2 OF C.O.S. 2089 INSTALL(1)2-AND(1)2-1/2-PVC (TUR CONCR 10 SCH, 80 CONDUIT WITH PULLSTRING. 6'WIDE C� CONDUIT SHALL BE INSTALLED IN ACCORDANCE WITH MDT REQUIREMENTS. NOTES: _ SAWCUT AND 1. 'MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, 1996, (MPWSS) ARE THE MINIMUM INLET p5IYLW Y C N R I NTIA RI MATCH TO MANHOLEA E CUEVE DATA b�l CURVE DATA STANDARDS AND ANY ADDITIONAL REQUIREMENTS BY THE CITY OF BOZEMAN SHALL SUPERSEDE. C7 STA. 42+92.22 1 LT. - APPROACH O�N EXISTING T.G.EL 4717.24 b�144738 STA. 48+45.84 STA. 49+11.42 6-14'49'17' ASPHALT I.E.4713.83 R.2aO.00' COORDINATE WITH SITE CONSTRUCTION COORDINATE WIT!SITE CONSTRUCTION R-4S0.00• 2. ASPHALT PAVING SHALL BE COMPLETED PER SECTION 02503 OF THE MPWSS. L•04.D6 l 64'87 w\\ 3. CRUSHED AGGREGATE SHALL BE COMPLETED PER SECTION 02236 OF THE MPWSS. 80 L 4 1 1 I• :• C7 STA. 44+90.50 1 4. BURIED UTILITY INFORMATION EXTRACTED FROM EXISTING RECORD DRAWINGS AND SHALL BE FIELD VERIFIED AS SEE SHEET C3 1 �..- • - a'.•J'-.' T.C. EL 4717.18 ,sue NECESSARY. •/�, I TC 4 22.00 15'1E. 4713.71 I 1 'f. 12'I.E. 4714.90 -r \ !' ',• J: = ° 5. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED VALVE: BOXES AND MANHOLE RING AND COVERS TO Is-SD(RCP CL M ( ° I •: •.( •C°"_ / '.^ '. I - - rc 472 _ I FINISH GRADE PRIOR TO FINAL PAVING. G'003 I j _ _�� _ _ __ �r, _'•y ____ __ --- _ _ '--- -- -- - 6. ALL PUBLIC STORM PIPING SHALL BE REINFORCED CONCRETE PIPE (RCP CL. IV), UNLESS NOTED OTHERWISE. 1 AND SIDEWALI((LT. 47 6. 'sib •.••,:. TO 4721.94 STA. 42+21.51 \- . �' I 7. GRAVEL TURNAROUND SECTION SHALL BE 6' OF LEVELING AGGREGATE COURSE OVER 20� OF PIT-RUN MATERIAL Q - 18'R S. OVER WOVEN FILTER FABRIC, AMOCO 2002 OR APPROVED EQUAL PRIOR TO INSTALLATION SUBGRADE SHALL BE _-- -- - --- t3W - _-- CTR. TEMP. TURNAROUND COMPACTED AS PER THE ROAD SECTION. 26.95'FIT.OF STA i \ © I (�. 42+42.85. SEE NOTE 7 _ - -- _ I w 8. ALL INLETS SHALL BE INSTALLED WITH APRONS AS PER DETAIL. 70 ON SHEET C7. ' 1io 1 8'SS 1 „I 47`Ik 9•SS N� pl 1 _- -N W LZ B! _ 1 U _ i 47 .39 q. NORTH 19TH STRIPING AND T WIDENING IMPROVEMENTS. \ / I •.•1 12' r _ --_ -- - _ HANDICAP RAMPS SHEET C78 TSM 61 L-34' SEE$MEET C76. 1 T.B.M. 01 S.W. CORNER OF 19TH AYE.AND IV) 50(R"IV) G-005 I I 8•(TYP.) 1 i TC 47.4.41 BAXTER LANE.ARROW ON BOLT \� TA. 42+ .02 / L-200' I A TC 4720./5 (MA1c�l OF FIRE HYDRANT.EL. 4712.10 2 0-.0os 0-.DO3 MANHOLE NLET ao / i� \ STA. 44+90.50 I RT. C7 I I I J INSTALL(2)1Y HOPE CAS SmuiM K R 6 1.B.M. /2 N.W.CORNER E.19TN AVE. AND ` 01 � - T.C.EL 4717.18 ` BEGIN CUR _ STA.W44+84. - Y B 12'LE.-4714.73 I STA 49+43 EACH CASING PIE C6� TSCHACME LANE.'X'ON BOLT ` I ALL DEAD END MANHOLE APPROACH A AL - 15'I.E.-4714.53 _ GUTTER FOR STREET TNT. BE ADS N-12 OR APPROVED EQUAL AND REMOVE EXIST. 15'CMP OF FIRE HYDRANT.EL.4721.32 \�L� CENTERED ON STA. 43+30.59 INSTALLED WITH 38'COVER FROM FINISH T.B.M. 03 REBAR W/YPC MAIM INC. BARRICADE PER GTY + COORDINATE WITH SITE CONSTRUCTION tK BOZEMAN STANDARDS T.G. EL 4717.24 ROAD TO TOP aF PIPE. INCLUDE 12'END 1.G.E 4717.3 � AnBA D OF LOCATOR SC WTM (PROPERTY CORNER)ON THE WEST SIDE OF 19TH AVENUE 50 25 0 50 INSTALL DEAD END BARRICADE MONTANA POWER CO. AND APPROX. 520'SOUTH OF PER THE CITY OF BOZEMA14 STANDARDS TC 4720.75 THE NORTH LINE OF SECTION 2. HANDICAP RAMP 3� EL- 4708.58 SCALE FEE 1 C6 IN,TA F.OF 27-RGP(CL IV) CONTOUR 1117MVAIr•1 FOOT 2TL 4718.55 59.25'RT.OF STA. 51+2&5) IN• RAG(,SE DE AIL 13 ON SHEET C6. 42 43 44 45 46 47 48 49 50 51 52 SrcTFON REVISE[>TO CONFORM TO NOTE d J CONSTRUCTION RECORDS 1, NO:CHANQFS RIS SHE#T:PRR fSl. . . R .- . . .. . . . . .. . . ... . . °I o .� �. F: rc n 8 ON 12OVIDED /18/02 LAND o _ � a + * + R = + 12/19/02. bit DA r < T < + <. . . . . . . . . . . . <:. . . . . . . .: . . . . . . . . . . . . .<, . . . . . < . . . .o <. . . . .:. - . . ENS • �TE-w < 4730 . . . . a l4730 . . . . . . . . . . . . . . . . I3 � TO OF CURB 1" TOP OF CURB u - EXISRw GROUND - �PINIS14(MADE � - .. (L T k RIGHT) yJ (hEfT&:RMHT) ^� �y,/ R AW/N�.�5 RU . . 4720 . .'A14 - .. . . . . . . .; . +.0080. .•. 472. :: . .. . . . : . .:. . . . . . . .:. . . . . . . . . . . .. ". -.. . . .. +.0080. . . _.--�_.�. - -- - --_- - : .. .... UTU .. . . . 01 + :.:15'CL. 4713.93 15-SO PROPERTY LINE ... .. (FEASEM / .::. ..... CIy(57RUCilOri' 4/14.53 36. 4710 s ,. . . . . . . : . . . . . . .:. . . . . . . . . . . . . . 4710. . . . . . .. ,. . . . ... 16;5' •18a,. . ,. . : . .:� '__'$.'.': 2' 5.5 :5': 1: o .+ �^ t o a0 .o p o $ et n -- :REF.EL -9 601 INSTALL EDGE DRAIN AT ROAD SLOPE PER r Y <r • r + + ♦ : : - _ -. (LIMITS PER PLAN) \ L tp.o Gil d ;�' � d d d d d d `L . . .:d. . . .d . .:d.� . . . ... . . . . q :. . . . . . . . . . . . . . . .. . . . . . . : . . . . . . .. . . -. ... . . - TEXTURED .. TO INLETS(MIN._ L . C6 TWi-l0111 9DEf).. d5'ASPHALT 7V V.C. : : : : : : ( - .. -'-Dx. : - REF.EL�9.:8a .:SLOPE 2�) TE TURE CONCRETE 1T TYPICAL AD [NO TH 19TH : ACI Ex N . . u �OQF� //;; LEp .� ... ..... ....... . . - - J// E DR7 GCREC3A7 D LEVE IN R . . . . - C �A A M L S7R AMR L„� R. �W G ..BASENCO I SEa UNOER�CIIRB.• U A FILL O . . . . ED �5( .. .L�Xy.U:�.4. SEE SOILS R Pn�FAR1t1 (COMRACTE TH .:•(TYP.) o a + GTj .. •.. SUBGRADE_RE_WREMEN75 AL o a :: sd n 'REF.EL..9.B : 4' - - N'OF PfT-*RUN S + 8` - 3$3 : Qyaam* uTTm :INSTALL FILTER fABRIC,-AMOCO 2002, + & 1-D S 3 .'. - 7 j. 7 pTM � .( . 1p.ACTED DEATH) OR APPROVED£DUAL 4730 Z + �i 4 30. . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . .. . . . . . . . 0 <. a r N. � N. . . . . . . :. . . . .1 6 •, � n . . . . . ,. . . . . . F741SH:GRADE t s o o CENTERLINE - TIFPICAL RDA_D SECTION .. CENTERLINE 'w - nNc GROUND - 4720 . . . . . . . [XI1 D' 0ml . . . . . . . . . . . . . . . . aDso. . - . . ..-__; 'T_ +fits.,. 4720, 'CALL. .Y -NL[T TO SCALt~ . . . . . . . . f . . . . . - - BEFORE YOU DIG o. - -- _ _ QQ: 4710. . . . . . . . . :.+ . . .. : . . :: . . . . . :: . .• . . . . . . :. . . . . . . ::: . . . . . . . . . . . . . . . . : .. .., : .. 4710.. . . ... . . . llo� Oil -ALL NOMBER ONE Ib F " �. :::: : : - 48 HR. NOTICE REQUIRED ROAD 4-- Dote %TAN" Taylor Engineering, Inc. CITY OF BOZEMAN SCALE THE HOME DEPOT ` """'.I`=. Y g g' PUBLIC WORKS DEPARTMENT - - c� DI Civil Design and Land Planning SHEET Deejled '*i: ewrrTmi E*'= I Spoken.. Mission is ionDAve. 20 EAST OLIVE HOF42' t-� BOZEMAN, MONTANA � s -- - sMe o1 28 02 ( BOZEMAN, 582-23809771 VERT 1'-10• ]$►'�\ «+ 609) 6-387L FAX (509) 826-6224 TSCHACHE LANE 1 1/6/03 RDH DDK CONSTRUCTION RECORD REVISIONS Checked ''""' ' SAA 03 25 02 • AWroYed Dale Approved p� STA. 42f21.51 TO STA. 51f60.00 C�5 ft Date By Ckd Appr. Revreaa - ----- ""' SITE CONSTRUCTION PLANS FOR • s CANADA HOME DEPOT USAY hMhAW eNN1OL __—YNTA 9 "A7 MON ANA STATE W&A NORTH 19th AVENUE STE e A IDAHO 12 w � v1O1 BOZEMAN N . W. CORNER N . 19th AVE. & TSCHACHE LN . I MBA WYOMING BOZEMAN , MT 59718 L & A PROJECT No. 50. 3426.00 VICINITY MAP DRA WINGS INCLUDED IN SCHEDULE OF DRAWINGS CONSTRUCTION RECORD DRA WING SET FOR PUBLIC SHEET NO. DESCRIPTION ! '^ NOT TO SCALE - IMPRO VEMMENTS �T2 COVER SHEET PLAN F,� DEVELOPER INC 01 GIVI� L SITE PLAN 370 CORPORATESA.DRIVE NORTH PROJECT TUKWILA,WA. 98188 LOCATION G2 HE)RIZONTAL L PLAN N CONTACT: DAVE KAUTZ PHONE:AT Al (208)674-3488 574-357e : GO GRADING R LNG AND DRAINAGE PLAN E FAX (208) T+ G4 SITE IUTiLnvT PLAN PROPERTY OWNER ISLAND' TCAFE/FRANCE, INC. P.O. BOX 4840 BOZE19772 0 A6 SITE DET 11 Cy CONTACT: DON MIT SCAPE, SR. Ty PHONE: (40e)582-1115 FAX (408) Fi82-1116 DRAINAISE DETAILSB ZEMAN C8 WATER AND SEWER DETAILS BUILDING ARCHITECT QNIE�P, PLAN WD PARTNERS LOCATION MAP 1201 DUBLIN ROAD 1`1 11 COLUMBUS, OHIO 43215 FC12 ON—SITE PUBLIC WATER LINE (WEST) P AN CONTACT' DAVID DRDURARD OENERK NOTES PHONE: (614)225-0975 ON—SITE PUBLIC WATER LINE (EAST) P AND P FAX (814) 225-0972 1.NI work.hall be done In—don-with the Specifications and/o reiubeme t.of the City of Bozeman,and the MPWSS,Fourth Edition,1MM6. ON-SITE PUBLIC SEWER LINE P AND P CIVIL ENGINEER 2.The Controctor shd maintain all existing drainage facilities within the construction arw until the drainage Improwmente are In paw and functioning. 3.All Contractors waking within the project boundaries ar on e respsible for compliance with ON applicable safety laws of any jal~lond body. The Contractor TAYIAR ENGINEERING,INC. C13 TSCHACHE LANE — SEWER LINE P AND P .hall be responses.for ON barricades,safety de lose and contra of troffic within and around the aan.tntatlon area W 106 ISSION AVENUE.STE. 20B 4.All motelal fumbled an or for the project mast meet the minimum requirements of the approving agencies or as set forth herein,whici is mars C14 TSCHACHE LANE - WATER LINE P AND P sPOKANE,WA. 99201 restrlcthw. CONTACT: SCOTT BUSCH/MARK ARONSON C15 TSCHACHE LANE — ROAD IMPROVEMENT P AND P PHONE: (509) 328-3371 5.Contractor.mast Nml h proof that all material.Installed on this project meet the mqui—ente of horn µ at .quest of the agency and/a the Engines. FAX: (509) 328-8224 &Th.locations of exiling underground Wllthis are snows In an approximate way only. The Contractor shall determine the exact location of all ealeting utilities befer.commencing work. He agrees to be fully r.W-WW.for any and all damages which might be occasioned by his inure to exactly Io tic and perceive my LANDSCAPE ARCHITECT and all underground atlRles. Ell7.Work wb)ect to approval by my political subdivision or agency must be approved prior to(A)Bockfllkhg trenches la pipe; (0)Placing of aggregate base: (C) TAYLOR LANDSCAPE ARCHITECTS Placing of concrete: (D)Placing of asphalt paving. Work done without such approval shall not repave the Cmtracta from the reeponeEllty of performing the work ABBREVIATIONS W 106 MISSION AVENUE, SPE 104 in an acceptable manner. SPDEANE,WA. 99201 A.C.P. ASP LANDSCAPE DETAILSHALT CONCRETE PAVEMENT CONTACT: TIM GAVIN S.NI Contractors working within the pudic road right-of-icy ore rewired to secure a right-of-way,construction permit at J-1:twenty-four(24)hours prior to ARCH. ARCHITECTURAL. PHONE: (50B) 324-8328 mil construction. B.T. .BURIED TELEPHONE FAX: (509)328-8224 C.B. . . . . CAT.11 BASIN 9.The contractor"maintain a'dson'sit.. The site dhall be reviewed by the contractor,an a dole bwle,for I«.s debris and garbage,contractor shall CL- . . . . . CLASS dlepose of all loons debris and garbage In a legal mmne. COB- crry or Ho'LEYAN DDCV. DOUBLE SITE DEVELOPMENT COORDINATOR 10,The contractor.hat be allowed me(1)ternpaay sign during construction.This sign.hall be a maximum of thirty 'wo.gwa.d feet and cmlokh all necesway DW _ _ DRYWEII.DETECTOR CHECK VALVE d desired Nntm-11.(lees manes f developer,red estate agency,contractor,Bnmdd Institution.eta).The contracto shall obtain the necessary Mgn Permit Dl DUCTILE IRON GALL.OWAY ROMERO h ASSOCIATES through the Planning Department See specifications for sign information to be shown. CO. - COUNTY 5350 DTC PARKI/AY E _ - EAST GREENWOOD VILLAGE, COLORADO 11. Th.cmtroctor doll take coulbn to prevent wol and dab W from being tracked onto Woote. If wall and/a debris Is tracked onto the etreste the contractor EL ELEVATION CONTACT: DAVE GUETIG dhalf be r..pmsM.for removing sold sol and/or debts al the end of each waking day. F.D.C. . FIRE DF•YT'. CONNECTION PHONE: (303)770-8884 E%T. 218 CONSTRUCTION RECORD DRA WINGS F.H. . FIRE HYDRANT FAX (303) 770-3638 FIN.. FLOOR Ix UTILITY PURVEYOR ADDRESS CONTACI PHONE NO. FG GRADE "CALL BEFORE YOU DIG PERSON I.E. INVERT ELEVATION WATER aTr aF BoaeIAM 20�T oil* ROMT MURRAY 1 ; 2'^e L.P.T(.S sir LENGTH PUBLIC WORKS PERMIT/SUBMITTALS ADDITIONAL TO CITY OF BOZEMAN BOZ01M.MT Me(E CFNTNK; 106 5e2-3200 ,,,tt7 rrr��� ,t SEWER OW OF BOIIIIAN STANDARD SPECIFICATIONS 1 8 0 0_4 /4_ 5555 eO FAST WE low YMWAY sae)sea-2l.a N NORTH 1 v 1 L 1 ttomlAN,Yr Mea:mtiAllC Itoelw-cam P.O.B. POINT OF BEGINNING PERMIT/ENTITY STATUS YONTANA 121 EAST QIFFN IOe Sea fbn P AND P. . . . PLAN AND PROFILE wAhe 4NN CER11F1ED REV1510N5 ELECTRIC MATT MK2(tE1Mtl0h1T - -- - P011FR W. BWEk1AN,MT ( -,test(fill.) S SOUTH enf Cl(115T/D.E.O. SUBWTIFD CHECKLIST 4/3/04 ;`; „•. 1.M&M 5111 P1AN film /28/02 f.11K 11h heel•.1'ID�, IDt'" SCALE: MONTANA t2t FAST ORNTNI pes!e'2-van S7' STORY ,._sees,sees Qxn menses.,,d 1-d Yl.nom. GAS MATT MICKLEIRMT BTD.. STANDARD SEWER MM CERTIFIED 1.CITY SU@Y TTAL iMly2(gj. w Iva Y eeloa ire. POWER CO. BOZEMAN.MT ( -!eW(MI) - - QiEQa15T E SUBMITTED Q Q(DST 4/3/0'L ;e:' '•.W' sees.___- N/A T.C. TOP OF CURB /D D. BOOIFM BP..s ...m,,e wit., 2 ISSSIN 3._31La S{LY s�*T.A_ _ D4/n/Dz TELEPHONE OMEST COMM. 2707 WEST MAIN SCOTT ADOLF (4ae)Sea-25le T.O. TOP OF GRATE SUBMITTED APPLICATION /S/� (60w)See-eS71 F1Z(eve)see-eY2r BOMAN,YT Y.P.D.E.S/O.EO. 4 T.W.. TOP OF WALL (PDiDWG CONT Dso.) - - - ---- - CABLE TV ATkT 611 W.YDgD11Nl. SCOTf RNS TYP.. - TYPICAL BROADBAND 80—MA-K MT ( ) • WEST AOMSS/MDOT SIAWOTIFD PLANS 4/e/02 THE HOME DEPOT BOZEMAN MONTANA LhA PROJECT NO. OWN J3PB. DAIL: U/2b/02 COVER SHEET 50.3428.00 CK'U. _SAA- .___.__ DATE: .0/B5/02 m.,xa I LOT 2 OF C.O.S. 2089 FOLLOWING OWING NOTES APPLY TO SHEETS C10 "11 AND C14: B'x6'x8'TEE 2'WATER LINE STA. 30+DO(THIS SHEET)- FOR IRRIGATION P.O.C. CONSTRUCTION NOTES: STA 7+59.04(SHT. C14) 1. 'MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION. 1996 (MPWSS) ARE 8'GATE VALVE(N,W) 8'x8'x4' TEE 6'x8'x8'TEE THE MINIMUM STANDARDS AND ANY ADDITIONAL REQUIREMENTS BY THE CITY OF BOZEMAN, STA. 34+08.24 STA. 34+19.01 HORIZONTAL DEFLECTION 90•BEND INCLUDING COB MODIFICATIONS TO MPWSS, SHALL SUPERSEDE. 30'WATER 4'GATE VALVE(E) B'GATE VALVE(N,E) STA. 35+23.49 STA. 36+89.07 WI EASEMENT Br,BE.G SEE NOTE 12 2. ALL WATER MAINS 4' AND LARGER SHALL BE INSTALLED IN ACCORDANCE 1H DETAIL 25 5._. _ ---- �J �\ ,�� t 1 / t SHEET C8. - 'I' "' / I E F - - ALL NEW FIRE HYDRANT ASSEMBLES SHALL BE INSTAL LED IN ACCORDANCE WITH MPWSS DETAIL DRAWING, SEE DETAIL 27 SHEET C8. OT,BE.C•,�/ 4. SHALL MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER AND -F --�--- -�- ----------_------ -- -y --- In - CONTRACTOR SEWER NS AND A MINIMUM 5' HORIZONTAL SEPARATION BETWEEN WATER AND GAS LINE. i--_ I lrso u g� '� le•sD �' 11A' ae \\ �I 5. CONTRACTOR SHALL MAINTAIN A MINIMUM 6.5' FROM FINISH GRADE TO TOP OF PIPE ON ALL WATER LINES. THRUST RESTRAINT SHALL BE PROVIDED AS PER DETAILS 28 AND 32 ON SHEET C8. 22.5' I 6. BURIED UTILITY INFORMATION EXTRACTED FROM EXISTING RECORD DRAWINGS. I I 1 7 THE SITE CONTRACTOR SHALL COORDINATE THE CONNECTIONS OF ALL UTILITY SERVICES TO SEE WATER I q tS.s LT. OF siA 33+az.1n F - I THE BUILDING NTH THE BUILDING CONTRACTOR AND ARCHITECTURAL PLANS. NIPROVEMENT I I I PLAN,SHEET Ct4 � I I I g, ALL WATER LINES AT SEWER CROSSINGS, SHALL BE LOCATED TO PROVIDE A MINIMUM 18" VERTICAL SEPARATION FROM THE SEWER PIPE. FIRE HYDRANT ASSEMBLY 7 g, THE CONTRACTOR SHALL MAINTAIN AN ACCURATE SE1 OF AS-BUILT DRAWINGS TO SUBMIT TO I I I 24 LT.OF STA. 38+61.36 CB THE ENGINEER UPON COMPLETION OF CONSTRUCTION. I I I I 10. THE CONTRACTOR SHALL MARK THE ENDS OF ALL UTILITY STUBS. SEE DETAIL 29 ON SHEET Y CB. I THE HOME DEPOT � 11. THE CON TRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING UTILITIES WITH GOVERNING NATIONAL PROTOTYPE I PURVEYORS. I 95.443 S.F. I I 12. CONTRACTOR TO VERIFY LOCATION OF 8' TEE FOR FIRE LINE WITH FIRE PROTECTION PLANS. I F.F. EL.-4718.8 t6,766 I 4 I I 13. THE 8' WATER UNE AND FIRE HYDRANTS WILL BE PUBLICLY OWNED AND MAINTAINED. THE I ---1 S I I REMAINING FIRE LINES, IRRIGATION LINES AND DOMESTIC WATER SERVICE LINES ARE PRIVATE. 1 I $ 14. ANY EXISTING OR NEW VALVES WHICH CONTROL THE C O.B.'S WATER SUPPLY SHALL BE OPERATED BY C.O.B. PERSONNEL ONLY. I Z WATER 15. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK. "TE VALV E VE 4oz n I I I 16. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE 01 EXISTING CONNECTIONS. I SEWER IMPROVEMENT PLAN 17. ALL TEES, BENDS, VALVES, AN,) CAPS SHALL BE MECHANICAL JOINT FITTINGS, UNLESS NOTED, AND SEE SHEET C12. INSTALLED WITH THRUST RESTRAINTS AS PER DETAILS 28 AND 32 ON SHEET C8. I L°B�'► ' ti 18. ALL WATERMAINS, 4' TO 12' DIAMETER, SHALL BE DUCTILE IRON, CLASS 51 WALL THICKNESS, n / i MEETING AWWA C151 REQUIREMENTS. - 50 25 0 50 100 TBM (STATIONING IS ALONG WATER LINE) 6'xe'x8' TEE SEE WATER IMPROVEMENT STA. 39+74.36(THIS SHEET)- PLAN,SHEET C11 NORTH REBAR W/YPC MhM INC. (PROPERTY CORNER; STA. 15+47.20(SHT. Ct1) SCALE FEET ON THE WEST SIDE OF 19TH AVENUE AND 8'GATE VALVE(N,S) OONIOUR NIlEI1VAL-1 FOOT APPROX.570'SOUTH OF THE NORTH LINE 01 SECTION 2.EL. 4708.58 30 31 32 33 34 35 36 37 38 39 40 Y CONTRACTOR SHALL MAINTAIN :: > ... : .. - A MINIMUM 6.5'COVER FROM Y �' m� F °, ... .. ... ... TOP OF PIPE TO F%W ptADE .. -. ... .- ... ...... s E C ' 3 m : ao.. FINISH GRADE :: a o .. 4720 4720 a 17.T-_-- - - 4710 4700 F ... ... L 382.91' .. .. .. L-104.46' .... r ` 8 -t65.58 L° L-1412Y LOIL -Al' .. .. - ...... ..:: : 8'D.I. 2'IRRIG.LINE _r : .. _ ♦ -- .. .. ...... ....................... ........ .... ... .. .. .. ..:... ....... ....... .... ... ....... ....... .... L-25.33' .. MAINTAIN 8"CLEARANCE t ...... .. ..... ...... .... ... 0e 0.1. BETWEEN 2'h 8'WAIDUAIES ..- .. .. .. .. - _ - CALL _ _ _ .. _ _ - BEFORE YOU DIG - ... . _ _ _ 5 S711 30+00 i0 STA 3!a#74 38 TYPE'A" TRENCH BACKfILL .. .. 1 800 4 55 ONE CALL NUMBER 48 H.R. NOTICE REQUIRE TER - Drawn Date CITY OF BOZEMAN SCALE THE HOME DEPOT NTgN�"' Awl f:nginc Bring, Inc . PUBLIC WORKS DEPARTMENT '�jP..........q Ol 28 02 Civil DeeigO Bud Land Planning 4.. j[SHEET :BOOTT M. W" W. lots Mieeioo Ave. 20 EAST OLIVEr-�oR�z I'-�' BOZEMAN MONTANA Deagned ! BUBCH Spokene, Weehington 99201BOZEMAN, MT. 59771 s �dof/2e/o2 406-582-2380 vERT r-tD' ON-SITE PUBLIC WATER LINE (WEST) 10 f U017PEJ (509) 328-3371 MAX (509) 328-82L4 - Checked " ' STA. 30f00 TO STA. 3974.36 No. Date By Ckd Appr. Revoona SAA os Approved Date Approved Dale BE,BT,G SEE WATER IMPROVEMENT �+ p� IPE NSULI T�ION !s0\ PLAN, SHEET C10 LOT 2 OF C.O.S. 2089 19+ Tf1 STA 21+60 C8 L - a. _ 1 NOTE. SEE SHEET C10 FOR CONSTRUCTION NOTES. I -fs t" --rz _ �- _ --_---_-___ BOTTOM ____ - ___ __ x BOTTOM of _ - 11._ _ PROPOSED l' DETENTION POND I I III I - I future ' development �" I � /��� � � I � CONTRACTOR TO VERIFY ELEVATION OF EXISTING WATER LINE WITHIN THE DETENTION 10' / �� \, POND. IF MINIMUM COVER IS NOT PROVIDED ' 11-1/4'BEND 31'SEWER h I /// j INSTALL INSULATION AS PER DETAIL 30 ST 16 Y A. 'b tiL• I \ ON SHEET CB. I I �y: hD RDEN NTEF; I WATER EASEMQ1 QA a ,a7�5 .F--- I �1I I41,cr, ( �� 45*BEND `i' a` STA. 13+19.45 8'x6'REDUCER(SE) WASTA. 21+4712± BEMLINE. CONTRACTOR T VERIFY NORTH 1 EXISTING END CAP 6 / AND CONNECT TO EXISTING 1 . T--- -- 'i' �✓ TO CONS0N WI1HTRU .COORDINATEW—a— I d- LOCATION AND ELEVATION PRIOR/7� 6 1 ITY OF . C - 14 i' -4rW M-- - - N -(� / P / I BOZEMAN WATER DEPARTMENT. 1 50 25 0 50 100 SEE PROFILE FOR WATER LINE GASKET j REQUIREMENT UNDER DETENTION POND. I - -- - --- ----- -�------ --- - J/ ' £�[�� SFEET ° CONTOUR INTERVAL 1 FOOT G{M1 /'/ "- - ,A ---- ------�- - - --' ��., ------ � ��� SEWER IMPROVEMENTS PLAN SEE SHEET cu. 6':6'x6' TEE 22-1/2'AND 11-1/4'E10 Tsm 27\ STA. 15+47.20(THIS SHEET)- STA. 16+29.15� - REBAR W/YPC MkM INC.(PROPERTY CORNER)Ct1 FlR H ANT MBLY STA. 39+74.36(SHT.CIO) (STATIONING IS ALONG WATER LINE ON THE WEST SIDE OF 19TH AVENUE AND 6'GATE VALVE(N,S) APPROX. 570'SOUTH OF THE NORTH LINE OF 13 14 15 16 17 18 19 20 21 22 SECTION 2.FI. no6.5e ............................ ....... ............. ................... .. .... .. ... ... .. .. .. .. ... .. .. .......... .. . . ... .. .. ... .. .. ... .. ... .. .. ... ...... ... .. ... .. .. .. GASKETS FOR WATER LINE INSTALLATION ...... ... .... .... ... ... .... .... ..... .... .. ... ... ... .. .. .. .. ....., . .. .... ... ..... ... ... .. .. .... .... ..... ..... .. .. .... ... . ....... ....... .. .. :: ... .. ..... ..pO _ TOP TE717KX1 POND T$OMO.BED ... .. .. .. .:. _y�75.' NITRILE RUBBER GASKETS(NBR). R D ... ... .. .. ... CONTRACTOR SHALL MAMTANI .. ZWZ .. .......... ..... ...... .................. ..... ...... - .... .. . .� �� � ~ �� .. ... .':' .. 7 ... ... - -. .. Y1-i u A MINIMUM 6.5'COVER FROM - - g - TOP OF PIPE TO FINISH GRADE :: .. Cj ^ ::.... ::: - :: '.: .. 4720 o N 4720 ... .. -: FINISH... ::: ::: :: TRADE. 8 + - 2S 1 %ISTING GROUND al'MIN. fMl1 GRADE 4700 ::. : .::: I'.D.1: .:: ::::Ir .:::.. ::: :: - - ::.: VOID: L.227.75' L.I1.S6`.. .. ..... -.......-..- ................ -......-..-..-- g 4690 ro W ar D.I. _- _ 8'D.I. CONTRACTOR TO VERIFY ELEVATION OF 8" _ _ _ L-193.27' -.- L-147.2+ EXISTING 8'WATER LINE WITHIN THE DETENTION D.I. tto - -.g POND. IF MINIMUM COVER IS NOT PROVIDED L-19.45' .� _: .: INSTALL INSUL.AT%4 AS PER DETAIL 30 ..: : ........ ... ON SHEET CI. .............. . ....... .. ...... ... ... CALL BEFORE YOUL DIG 1 --800424= 5555 STA. 13+00 TO STA. 19+75 TYPE 'A" TRENCH BACKFILL STA. 19+75 TO STA. 22+20 ONE CALL NUMBER TYPE B TRENCH BACKFILL l 48 HR. NOTICE REQUIRED Drawn Date WATER n �QNTph'q CIC"Taylor Engineering, Inc. CITY OF BOZEMAN SCALE THE HOME DEPOT �" * *: PUBLIC WORKS DEPARTMENT �\ ��, SHEET v, - SCOn M Civil Design 106 Minion A"p'�- 1'-50' l \ �\ - Deagned _ �, 20 EAST ouvE NOR¢. BOZEMAN,, MONTANA ;� s _ :$- = Spokane. W-hington 99201 BOZEMAN, MT. 59771 (509) 328 337E fAx(509) 926-8224 406-582-2380 VERT. 1'-10' ON—SITE PUBLIC WATERLINE (EAST) - wed �F a STA. 13+00 TO STA. 21-f47.2± C11 No. Date BY Ckd Appr. Reviabne Approved Date Approved qA9 LOT 2 OF C.O.S. 2089 NOTE: 1. SEE SHEET C13 FOR CONSTRUCTION NOTES REMOVE EXISTING SEVER STUB AND CONNECT NEW 8'SS TO MANHOLE I.wsr.ssuH ne WATER IMPROVEMENTS PIPE .PE INSULATION srA 20r3a.31 RR TO TO VERIFY ELEVATION SEE SHEET C11 P RIu u.ao7.IT: PRIOIO lD R CONSTRUCTION. frW. . - I �.. ..� •.. 12•50 a I II II PROPOSED �u 1 I RE 1 I PATHWAY' A ( 7 I 1 I / � future development I I I 8'e SANITARY SEWER \. I .'.�•,:.; -y a SEWER SERVICE I I I I I m I.E. 4701.0 ,I ENTERS ABOVE FOOTING. 24 H. L-p0• RAISED 6' SEWER 6' IN THE HOME DEPOT •' C6 STA.1 89.31 x W THIS DISTANCE. NATIONAL PROTOTYPE 05.443 SF. 12 F.F. EL. 4718.8 1 18,7b5 F. i 1� 1 I 2-6-0 VERTICAL BENDS ' - I I 1 PRIOR TO ENTERING BLDG. -- 31'AE11ER WITH�15.0 LF. PIPE I $• I `_ 1 EASO T SEE SEWER I I j I I / Ft •A / / •id,' IMPROVEMENT 1 4 M.H. E 28 8•SEWER SERVICE _ -- i " II 1 PLAN,SHEET C13 I 8 STA. 10+73.97 (C6 STA. 11+95.54 4 M.N. D •.J-•: -- SEE SHEET C4 4a7 t/24 \� STA. 7+73.97 I 1 , 18 a , •:cs ,'b /" TOF�9THAVE.AND )I))) NORTH I.B.M. it SW CORNE 1 A C8 STA. 8+fl4.91 (THIS SHEET)- I `, - G.W.AXTER LANE.ARROW ON BOLT i -- STA. 47+07.40(SHEET G13) �- -- ---- ---- -- - _--� - -- -- -„�--- tf ---- - - --- - -- µ ' �� ,•'� ,� OF FIRE HYDRANT.EL 4712.10 Im, 7 1 .� I.B.M. 02AVE. AN 11111 ____ TS FIRE HYDRANT.EL. 72ON 32D N.W.CORNER!)F 19n, _ ' TSCHACME LANE.•%' 1 •so a•so y, 50 ZS 0 .t0 100 1- WSJA 105 LF.*OF 12'WIDE T.B.M. /3 REBAR W/YPC M&M INC. -1 - .. �/ �7 lEMrDRARY GRAVEL ACCESS ROAD. (PROPERTY CORNER)ON THE 30'SEWER Q ACCESS SHALL BE 8'OF LEVELING SCALE f E!-? WEST SIDE OF 19T11 AVENUE WATER EASEMENT ACCIKGATE COURSE C'VER 20'PIT-RUN AND APPROX.520'SOUTH OI STA. 8+80.24 C! (STATIONING IS ALONG SEWER LINE) OVER WDVEN FILTER FABRIC,AMOCO CONTOUR INTERVAL - 1 FOOT THENORTH LINE OF SECTION SEE SHEET C4 2002,OR APPROVED EQUAL 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 -- z ��{. . .�. ._ ,. . . .. .. . . ...,. . . . . . . .... . . .. . . .. . . . . . . . . . . . . . . .. .. . . . . . �.� �I . .. . . .. .. . . . . ; . . . . . . . . . . rb 'g . : P a FlNISH GRADEExrs,lnc .. ::: :. ::: ... : + �•:- --- : n:: --- 4720 8 rn o d : . . . . . : . . . . . . :: i p�p, A7ZQ. :: _ _ .. .. _ �. .- 30 :PIPE INSULATION 4710 -- _- :. Ews we aGnG : . :. . . . . : . . . . . . . . . . . . . . .... . .1_- 4710 .- ... -- -- -. -... -... -..-- -..... -.. - -♦F ... ...... FI199116RACAC 4700. . ' - . - . . . _ - . . . . . . - . . . . : . . . . . . . . : . . . . . . . : . . . . .. . : . . . . . . _ --:�r.��. ... : . .470. . 8'PVC: m i L-S00' :: :: : : - : :L-348.54 : .. : 8'P��YC :: m L-79.08' N G-,8B46- v v .G-.9B4� ; A - 'L+M4�• :. : Z. .-. : L-30ReY _ - „ �690 R G-.0040 :. 48s30 STA.,18+50 T0.•TA. 20+39'31 ... I STA. 6+94.91 TO $TA. 18+50 TYPE W TRENCH BAC¢lLt 1 I S A $ - ::.: T TYPE 'B' TRENCNN BACNFILE . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. . . . . . . .. .. : .ONFOkm-To. . . . . . . . . . . . . . . . . . . . . ::. CONSTRUCTION RECORDS CALL _ AS PROVIDED BY ES INC. B F O R YOU DIG ON .2/17/02,R2/18/02;AND . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 12/19/02.. . . . . . . �. _ ... . . _. �1 _ 80.0 424 5-5.85 :... ..... REVISED BY, -OA76: ... _.._.... 0Q 773W-7- . f�IECOW C�iR�4WIt"_ . � ONE CALL NUMBER .: ... _ _ RDH 1/6/03 41 WR. N TICE0EQUIREb - Drawn Date NTq �v. CITY OF BOZEMAN SCALE 061. SEWER „ CWD Ol 26 N ( PUBLIC WORKS DEPARTMENT THE HOME DEPOT ,,••'�1A....... q � � Caylor Engineering, Inc. �— Civil De.i�n and Land Planning •BCOTT M. `.,*�: I W. Ioe Iowan Ave r-so' SHEET —_ 20 EAST OLIVE �+Q�rz BOZEMAN, MONTANA BDBGH 9 uk.na,wYTAX itan(60 99201 ON PUBLIC SEWER LINE sMe 01 z6 02 �� (a99)sfe-3s7L r�(ao9)99e-ezfs BOZEMAN, yERr 1'-ln' 1 1 6 ROB DDK CONSTRUCTION RECORD REVISIONS Chocked C12 NO.. Date W Ckd AW R„�„9 SA D3 25 G2 b+,9,?•,�,T,� Awoved ra to ,,�,D,,ov d Date STA. 6+94.91 TO STA. 20+39.31 LOT 2 OF C.O.S. 2089 FOLLOWING NOTES APPLY TO SHEETS C12 AND C13 CONSTRUCTION NOTES, 1. 'MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,FOURTH EDITION, 1996(MPWSS)ARE 6. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE SET OF AS-BUItI DRAWINGS TO SUBMIT TO THE MINIMUM STANDARDS AND ANY ADDITIONAL REQUIREMENTS BY THE CITY OF BOZEMAN, THE ENGINEER UPON COMPLETION OF CONSTRUCTION. INCLUDING COB MODIFICATIONS TO MPWSS,SHALL SUPERSEDE. 7. THE CONTRACTOR SHALL MARK THE ENDS OF ALL SEVER STUBS. EE DETAIL 29 ON SHEET Ca. 2. CONTRACTOR SHALL MAINTAIN A MINIMUM 10'HORIZONTAL SEPARATION BETWEEN WATER AND B. THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING UTILITIES WITH GOVERNING SEWER MAINS. PURVEYORS. 1 3. BURIED UTILITY INFORMATION EXTRACTED FROM EXISTING RECORD DRAWINGS, 9. ALL SANITARY SEWER PIPING SHALL BE PVC, IN ACCORDANCE WITH ASTM D 3034,SOR 35. SEE SEWER IMPROVEMENTS 4 THE SITE CONTRACTOR SHALL COORDINATE THE CONNECTIONS OF ALL UTILITY SERVICES TO UNLESS OTHERWISE NOTED. ADDED 4"0 UTILITY SLEEVE PLAN. SHEET C12 THE BUILDING WITH THE BUILDING CONTRACTOR AND ARCHITECTURAL PLANS. FOR NORTHWEST ENERGY 10. ALL THE 9'SEWER LINE AND MANHOLES SHALL BE PUBLICLY OWNED AND MAINTAINED. THE REMAINING 5. ALL WATER LINES AT SEWER CROSSINGS,SHALL BE LOCATED TO PROVIDE A MINIMUM 16' 6"SERVICE LINES WILL BE PRIVATE. VERTICAL SEPARATION FROM THE SEWER PIPE. 26 6'SEWER SERVICE WATER IMPROVEMENTS CS STA. 45+40.65 SEE SHEET C14 SEE WATER IMPROVEMENTS MPROO MENTS J � I •1 � � ', I 7 � ,� - I i' T -- � --��-- --- - -E ---J ----`-' --- -- ---- - _ - --- EET C14 T 1 r � i J - \ —- —Iri- — OWER TRANSFORMER -- -- --- ---- - --- -r- - - - -- - ... - --- AND POWER SUPPLY y - Q + 7 � 40 I I Q SI 43 !y- _ - - - 21 I I 1 j 20 e CAP `I p I.E. ao6.9� ,6 - —.— ;-T u utr VE MOVE, 1 q I IIIU'tl PER M f Al NW EN ` F 50 25 0 50 100 V - SEWER SERVICE EXTENSION I I a j 1 M.H. H \ SEE SHEET C4' I I I a.0076 M.H. 1 2� SCALE FEET ST I I I STA 49+10.D1 C24 M.H. G (( nn I 1I I 9"I 4707.26 / I I %1 ` CONTOUR INTERVAL - I FOOT J / `- STA. 6+9491SEEISHEET C12) I H' I I.E.47C606 L-5 1 +TBM 26 8'SEWER SERVICE G�.0075 REBAR W/YPC MkM INC. (PROPERTY CORNER) C6 STA 44+75.37 L-40 ON THE WEST SIDE OF 19TH AVENUE AND 6'LE. 4709.00 APPROX.570'SOUTH OF THE NORTH LINE OF SECTION 2.EL.4700.58 42 43 44 45 46 47 48 49 50 51 .. . f G�o + �d � d + ... ... d ... . ... . ...... ... .. . . . . . . . .. ... .. . . . ... . . .. . . . . . . . .. .. . . .. .. . . .. . . . . . . .. . . .. . . . . .. .. .. ........ . . .. .JJ pN 3 F p ; IV.. MTM9,9ROIM9 am&VAR 4720 . . . . .... . . . . . .. . . . . . . . . . . . �... J .�-'_ - . . .. �-.. .-.—- . .. . . .�.�. .�. .. .. ... .. ... . . . .. . . . .. .. . . . .. .. .. . . .... . . .. . . . . . .. .. .. .. . . . .. . .. ... . . ... .... ..... -S/ ...... ... ... ....... ....... ...... ....... .. ....... ..... 4710 4710 .. . . . . . :. . . . . .. : . . . . . CCSNSTF4uc'nON RECORDS:: ....... AS&PROVIDED BY: ESI INC. 4700 a .. _ 4700 :ON 12/17/W 12/18/Q2 AND .. . .. .. .. .. . . . 12 i9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `�.z... STA.L-202.74' .. - .. ----- ae w w ..- ACT L-203.28' .. ...- --- _ - - F1Y: ....:DATE: - O.GG44 .. ... m n m .:.0+.0100 ....... n +� .... ::.: - --.. . `�w ...: ..: .. 69i1 .. .... . ..... . .. . .. . . . . . .. . . . . . ... . . . . ... ... . . ... .. . �.�.. ... .. .. ... . . . : . . . . .... . ... .. ...... . . . . . . .. . . ..... . . .. . . ... . .. . . . . .. .. . . . ... ... . . le STA L-47.90' .. - _ ... .. - .. .:::: :: - ACT 1,47. ...... ....... ....... ....... ...... ....... .... .. -..- .'COWTRW7M RECORD DRANY.VIV O.Od{4' . . .. . . . . . . . . . . . . . . . . .. . . . . . . . STA. 41+75:55 TO STA. + , .... 2 49 10.14 TYPE�A TRENCH BACKFILL ,-I .. ... ... --- -- -- -- . . . . . . . . . . . . 1. . . . . . . . .. .... .............. ............ .... ................... .......... ... .. .. . ... . . . . . . . : .CALL. . . . . U DIG BEFORE YO :. _. _ ... .................................. ..... - 0= 5555 1 80 424 . . .. ..... ............. ...... . ..... . ...... ..... ........ ..... . ....: .. ..... ........ .... ..... . .. .. .. .... . ... ....... ...... ... ........ ....... ....... . ............ ...... ................ ... ............ .... ................. .. .. . . .. .. . . .. . . . . . ..... .. .. . . . . _: — :`ONE ALL NUMBER . : .:: :::. :: 48 HR. NOTICE REQUIR5.0 Drawn Date 'pNTAh'' " Cl TY OF BOZEMAN SCALE SEWER a.....--...q"''•; � � Taylor Fn ineerin Inc. CWO Dt 2a 02 ' II Civil Design hand Land Planning PUBLIC WORKS DEPARTMENT THE HOME DEPOT Deagned *: 1E. eo6 ML..ien Ave. 20 EAST OLIVE Mo�2 1"- SHEET 1BUBCH300PE _ Spokane, •a.eingLon 99201 BOZEMAN, MT. 59771 BOZEMAN, MONTANA SMB 01 26 02 (609) 328-3371 PAX(509) 326-6224 406-582-2380 VERT 1'-10' Al 1 o RDH OOK CONSTRUCTION RECORD REVISIONS �,�;� =, ^ TSCHACHE LANE SEWER LINE No. Dale By Ckd RsHero7la SAA D3 25 D2 "°"" Approved Dare Approveda,, STA. 42+75.55 TO STA. 49f10.14 C13 LOT 2 OF C.O.S. 2089 REMOVE EXIST. 12'CAP FROM WEST LEG OF EXIST. 12'CROSS. CONTRACTOR TO VERIFY ELEVATION STA. 11+61.40 OF EXISTING WATER LINE. IF MINIMUM INSTALL 12'x8'REDUCER W/8'45'BEND COVER IS NOT PROVIDED.INSTALL 8'GATE VALVE INSULATION AS PER DETAIL 30 ON REMOVE AND RELOCATE EXIST. STA.8+82.05 SHEET C8. FlRE HYDRANT ASSEMBLY APPROX. NOTES: 29,5 TH OF EXIST. S%8'x6' TEE CONTRACTOR TO REMEWWFl ER HMYDRANT 1, SEE SHEET CIO FOR CONSTRUCTION NOTES. 6-GATE VALVE(S) ASSEMBLY WITH CITY OF BOZEMAN WATER ADDED 93.00 L.F. DEPARTMENT TO CONRRM ACCEPTABILITY STA.A7+00 STA, 8+87.01 INSULATION 1 INSTALL 12"x8" TAPPING TEE FOR REINSTALLATIONGATE WATER IMPROVEMENTS 2'TAPPING TEE SYA•20+00VALVE(FLxMJ) i LO A iN TOR TO VERGE STRPCEPTAEILE SEE SHEET CIO EL.-4723.19 2L3WI Q� f 1 911 1 8l -FBQM9>E LAW Oz I�\ \ ~ LANE'B'PROFILE _ 7 SEE LINE'A I I I - 11-I 19+30.35 /4'BEND 4W�� STA- I I 27 FIRE HYDRANT ASSEMBLY -- 6'CAP I I I STA.10484.10 I C8 + /-... LEJ,4750.E j I j I 1 a'CAP 1 I 1 50 25 0 50 100 EL.-4719.23 .+a,-' / WATER SERVICE 31 I STA. 18+89.04 2 DIA. C6 HYDRANT A 7 ROAD IMPROVEMENTS SCALE FEET 8"x8'a8'TEE Q6 LT.OF STA 1M .1 C6 SEE SHEET C15 SEWER IMPROVEMENTS STA.7+59.04(THIS SHT.)- EL-4721146 OOT SEE SHEET C13 STA. 30+00(SHT.CIO) r GATE VALVE CONTOUR INTERVAL 1 F 8-GATE VALVE(N,W) _ TBM REBAR W/YPC M&M INC.(PROPERTY CORNER) (STATIONING IS ALONG WATER LINE) ON THE WEST SIDE 0' f TH AVENUE AND APPROX.570'SOUTH(M THE NORTH LINE OF SECTION 2.EL 470B.SR 7 8 9 10 11 12 18 19 20 : . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... . . . . . .. . . . .. . : : . . . . . . :: . . . . .. . : :. . .: . .. . ... : . . . : ... ...... ..... .. .. ::CONTRACTOR SHALL MAINTAIN t' - : .. :- : ... .. ..... ..-::: - ....... .... .. ... .-A ANNIMUM 6.5'C�p1VFR FROM , ..... ,. .. ,........ ,- ......, _ _ ..... - .. ...: ........... .. :TOP.OF PIPE TO Fl►USH GRADE : -.::. : :. .... - �' "� ....-::: .. -::: .: R .. ... + ... . .. . . . . . . ... ... . . . . . .. .. ... ... .. .. qQ:. .. . . . . . . .. .... .... ... g ww ... .. ... ._ .. .... _ _ 5 -. .....:�A 4 - -.... .. - - �! _... m... ..... ' Notes FINISH GRADe 1.'. 1 < 47a0 .. 4730:::. 1. NO CM WS THIS iSHE ET PER ESI 1 : . . . . .. . . . . . . . . . . .. .. 'I'ELEVATIONS'SHOWN'AT-HYDRANTS. y ,1 V ... ... ..... $ ARE AT THE TOP OF.THE 'ARR0_W 031.7 : Ie b 01: °� ' Daalm No ..... ... .1i .!K ,:e :.. ... .. -.......... - - .. . .............. a ....... ... ... - AND ARE RELATIVE TO 7W:OTY: ....... — oc BoxEMAN.tl1LT111L: QW: ::4720. .. ..:. 4T20 .... . .. .. . .. ..4.. .. ...... .. . .. . ..... ... _ - ........... .... .. _ RI=VISED 10 gONFOF"TO - CONS,TRUc"'i1QN RE00RDS _- As Pg0VIDED,BY>ESI INC. . . 47. . .. . • • .. .... . . .. .. ... 4710. . . . . . . - ON 12j17CO2,'12118102 AIVd . 18'#MIN.: 6'DS_ 11 D.1. 12/19l42. s: : _L-41.31' IrW.BS' CONTRACTOR TO VERIFY .- nEVATION . vi OF EXIST. 12H LOCATION WATER LINE REVISM BY 4700 : . . . : : . 4700. . . : . . . . . . : . . . . . : : .. .: .. $ TO CONSTRUCR m. . ..: ... POD. . . . . . . . . . . . . . : . .RDN. . . . . . . .1/6/oa . . . .. .. . . . . 8 D.I. .. . . 8'D.I. :A'D.A : 8'D.6 r �., .. - ... .g L-49.05' ' L-12101' �L.159.11' g L-42.94'g �o � --:::: .. ::: ..... - .. --. , go : ACTOR TO VERIFY ELEVATION ...... fi •o d $ AND CONmLOCA11oN OF EXISTING CROSS -..::.: r � ♦ r -....... ~ + • W .. PRIOR TO CONSTRUCTION. :. -.- - .. . :. . . ..-:: - :: .-.. . . . . . . W_ . . . . . . . . . . . . . . . . . . . . .. . . . . _ ... .. .RECOi� ..... 11 .. a .m .L-77.30' -. ... -. ... ... .. ... .. , : LINE "B"'PROFILE r,..w - . - :: . .. ... :: . . . . . : . : . . . . . . . : . .:.. . : . . . . . . : . . . . . .:::. ::: :: . . . :: . .: . . : . ::. . ... . . . . . . . . .:.CALL. : . .. . . . . LINE "A": PROFILE: D�G BEFORE: 1�4U STA T+ TO 'TA. 11+61.4D - :1 - 800 . 424- 5555 .. ..... . : . . :.....:'.. :.:-..:: T1fPR.' tRENCH BACNFIIL. . . :: . . . .. :::. . : . . .: .. . . . . . . . . :: ::.. ::-. . . . . . . .. .. .. . . . .:. . . ... ..-:-.- ... .: . . ... .......... .. . . . .. .a.. . .... . ... .. . . . . . . . . ... . .. . . . . . . . . . . . . . . . . . . .. . . . . . . _ . . . ... f. . _. .... _ — _ ''8 TRENQH eAE7(FN 4 _ ONE CALL NUMBER _ _ . ... R . .. :::... - _ - - - _ 48 HR, NOTICE REQUIRE':[): - Drawn Date NTgN•. �w CITY OF BOZEMAN SCALE THE HOME DEPOT WA TER �jp. ._.. q''•.,; �Ie Taylor Engineering, Inc. PUBLIC WORKS DEPARTMENT BOZEMAN, MONTANA CWo Ol 28 Civil Des n and land Planning SHEET * BCOTTM R. 06 Minion Ave. 20 EAST OLIVE hl7fa7 �.a= - Deagrred ElUaCH Spokane, Waabington 99201 TSCHACHE LANE WATER LINE 5 - SMB Ol 28 02 (509) 328-3371 FAX(509)sze-62z4 BOZEMAN, 582T23809771 �Rr 1'-10• STA.7f00 TO STA 11+61.40 9 1 1/6/0 (/�1 RDH DDK CONSTRUCTION RECORD REVISIONS Checked •lL` V/4 bNa 8 No. Date 19y Ckd Appr. Revierona SAA 03 2s o2 A pproved Date Approved Date STA. 18-f88.99 TO STA. 20f00 LOT 2 OF C.O.S. 2089 io INSTALL(1)2-AND(1)2-1/2•PVC 6.WIDE ce� SCH 6O CONDUIT WITH PULLSTRING. CONDUIT SHALL BE INSTALLED IN ACCORDANCE WITH MDT REQUIREMENTS, NOTES: SALT AND 1. 'MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION 1996, (MPWSS) ARE. THE MINIMUM MATCH TO STANDARDS AND ANY ADDITIONAL REQUIREMENTS BY THE CITY OF BOZEMAN SHALL SUPERSEDE. C L.=]-, -R 1 CURVE DATA EXISTING /18�_( ) fLCURVE DATA E- �/ 1 ASPHALT 2. ASPHALT PAVING SHALL BE COMPLETED PER SECTION 02503 OF THE MPWSS. `C7 STA.42+92.2217 LT. 6-14'4738' STA. 46+45.64 STA. 49+11.42 6-14'49'1Y T.0 EL. 4717.24 COORDINATE WITH SITE CONSTRUCTION COORDINATE WITH SITE CONSTRUCTION R-250.00 I.E. 4713.83 R-250.00' L-64.67' 3. CRUSHED AGGREGATE SHALL BE COMPLETED PER SECTION 02236 OF )HE MP L-64.55' _ - 1'� I I •1 to T • I I \ F 4, BURIED UTILITY INFORMATION E%TRACTED FROM EXISTING RECORD DRAWINGS AND SHALL BE FIELD VERIFlED AS (( •.'S�.• j I 1 �L. 4 1 I I (• \C7 STA.44+90.50 17(LT.) \ NECESSARY. SEE SHEET C3 1 I • T.G.EL. 4717.18 :s; I TC 4 22.00 \t (:, - 1YIE n1490 � ..�'<., _ 5. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED VALVE BOXES AND MANHOLE RING AND COVERS TO 15'I.E.4713.71 1 i ;F. -„� �--- _ --- ) is a I FINISH GRADE PRIOR TO FINAL PAVING. v '• s'sD(RCP a I . i 1 .1 _ - __ I 6. Al PUBLIC STORM PIPING SHALL BE REINFORCED CONCRETE PIPE (RCP CL IV), UNLESS NOTED OTHERIWSE. _40' \ �' ' ___ - - - - --- -- ---- - ,.., _ G-.003 I r- _-- - -- -r• -,•' -_T f Y "o 721.9a 7 GRAVEL TURNARQUND SECTION SHALL BE 6' OF LEVELING AGGREGATE COURSE OVER 20' OF PIT-RUN MATERIAL ":• _ -- - - • �� 1 _ __ _ -1 - �. OVER WOVEN FILTER FABRIC. AMOCO 2002 OR APPROVED EQUAL. PRIOR TO INSTALLATION SUBGRADE SHALL BE AND SIDEWALK T. - _1. ..: . . -� 1 -•-=._ - \ _ - - --= E COMPACTED AS PER THE ROAD SECTION. STA. 42+21.51 , - _ _ - -_ -- - _ •��y 1 li t. ---- - 20 ON SHEET C7. - B. ALL INLETS SHALL BE INSTALLED WITH APRONS AS PER DETAIL - CTR. TEMP. TURNAROUND 26.95'RT.OF STA. - I1\_ - - 42+42.85.SEE NOTE 7, - _ _ ___ __ - _ _ __ _ ___ __._.. -_- _ _ _ _-_ _ \ { ww- 8'SS M� }},, 20,R 4j'W S N N M M B•SS L 47 N L I'2 it I M 9N iO 9! _ _ _ 8! b 2DW.`T- 1 _T `\ 1 NORTH 19TH STRIPING AND - _ - r _ - ___ _ __ �p� WIDENING IMPROVEMENTS TBl1A. SHEET C16 - I HANDICAP RAMPS T.B.M./1 S.W.CORNER OF 19TH AVE.AND / •N SEE SHEET C16. 1 BAXTER LANE. ARROW 61 ON BQ.T \ L-34 I 1 I •.•6,(�•) 1 (M• 14.4t OF FIRE HYDRANT,EL 4712.10 ta'SD(RCP CL ICU' /may�( M G-005 I I A TC 4720.75 1 STA 42+94.02 - L-34' ' 0„ MANHOLE .ET 1 I I - I 8 T.B.M. N2 N.W CORNER OF 19TH AVE. T 0•••003 + I I I __ INSTALL(2 12'HDOE CASING 'Y �Ca TSCHACHE LANE."X•ON BOLT 2 BEGIN CUR AN �� T G'EL 4717 18 I I I I STA 49M EACH CASING PIPE OF FIRE HYDRANT.EL 4721.32 L SI ALK 'NON- T1 Y B 129.E.L4714.73 D GUTTER FOR STREET INT. BE ADS N-12 OR APPROVED EQUAL AND REMOVE EXIST. 15'CMP STA. 42+64. \J INSTALLED WITH 36'COVER FROM FINISH T.B.M./3 REBAR W/YPC M&M INC. MANHOLE NLET 19 CENTERED ON STA.43+L b1 -! 15'LE.-4714.53 ROAD TO TOP OF PIPE.INCLUDE 12"END INSTALL DEAD END (PROPERTY CORNER) V THE lU{, BARRICADE PER CITY + C7 COORDINATE WITH SITE CONSTRUCTION CAP WITH BANDS.LOCATOR WEST SIDE O 19T11 AVENUE 50 25 0 50 OF BOZEMAN STANDARD T.C.EL 4717.24 MONTANA INSTALLATION OF LOCATOR DISC WITH ANDNORTH APPROX. E O SSETH D< INSTALL DEAD END BARRICADE MONTANA POWER CO. THE NORTH LINE OF SECTION 2. FEET 15'LE. 471193 PER THE CITY OF BOZEMAN STANDARDS TC 4720.75 EL 4708.58 SCALE HANDICAP RAMP IN F.lK 27 RCP(CL Ih OOMTOI61 p1E1tVAlr/FOOT (TYP.FOR � 27•I. 4718.55 59Z6'RT.OF STA.51+28.5) IN RAOL.SEE DE ALL 13 ON C6. 46 47 48 49 50 1 42 43 M a5i/IgE4 TO CONFORM T.Q 552 i J T : , F CONSTRUCTION RECORDS- t NO avmwS'1HIS*-Imr Pot Ea. g ON 12/ INC.. N. . �17f102,12_/1$102 fANq - a 12/19/02.: Q ► = S + + �+ 0It Q + DA t3 s' s # # . , . : ::5 $t 4730 REVISED t* pp ': . 4730 .a S ;t . . . 1. ,4 . . 0 1 1 _- t rii m C1 ri' •-- .. 'III: :CURB - -������y/ �/'� ��'��/Q�� ///�/� /���'6 a t::�. 6 �, t b !lISSS r tr damm1MAOt _ IIEFT:a:NOIl� I J�Q j LR7/6n �/ f�Y�1I7 �''r� T :OF CURB ;� :NS ::: : .snHc:a {r��I' !TI�M' .. . ... ( R RIGHT) :"d : W : ... - .. :: :::". .... +0100 _� - . . 4720• .. . ... -.. .. .. -- ;..: ... .::..:. . . . . -- - .... .. �:.:: : ::. - .- (FUTURE R/W) . ;}�. ••.lM . . . +.6060. �-'-�_':_- -_ LINE CONSTR11C110N' - ..:.: :. 4713.93 t5'SO.., t_,. all: : _ :: ::. :. :.:: - - _ __ - - ._...- -- .- - -• - .. - .. I TA . ............... - 6 S� 4710 -ROAD SLOPE PER n _- - . 3.OfC E �.:(1JMITS PER PLAN): A S -S L 100�� L 9.50 7 S.S': 5 1 toGET f 5.::3.5' Z .�_E 3.OfC y i - d d d d d --. - --- 4�TfE At1D iAT2RAL_ .._ :-- �. : : . . . . . . . . . . . . . _ :.- - - ,I--TOE INLE15(MIN.:- �{ d {?+ d d. .: . - 70M) CONCRETE 11 SI"k.K -1.ox :REF EL-9,e$: SLOPE 2� . :y . . . . - .. ..- ---- .. _ ..., BOTH SIDES) .. / ... - - _ ...... .. . . •>. AIi, POTNO MIN.6 .. 7ti KG - - : ::- ... ....- - - :: :,:: :: : ._ .:. _ - T TYPICAL OAD .NORTH 19TH SIRUCTLIRAL.FILL OR.:. - SURFACING3. L 4 ::BASE.COURSE.UNDER-CURS -. .. OF F ... - -•- ... - -- ,..SEC ON•A. :. . . A coMP t R Port fORiHtIAL GGBEG .CBE ._ .. ( COM P )) S: .- . . . . . ... _ (TIP) : .. ... ..-- OF PIi�RUN .lASTALL FILTER TA[IRIQ,AMOC�-1002, 9i ..- ... - .. - 20 N4 .. A►PROVED P,QDAt.. . 6::.,: .-: 8 .... .... ........... ... ..- .. - .. (TWP:l0111 BC --. - (COMPACTE6 DEPiH): ..: ..... REF.Fl.:"9.8�J .:::.-.. 1 . RADE REWIREMF�fd75 • 4 � _. m 2 �..4T30 AMC � �8 $ F FINISH gRADE . 47 72R0 N �- T CEITEE Lj CALI:.. BEFOR£ YO U D_EG -_ 804- 42 -555 5 .. _ .. .. . . . .. ..... . . _ a _ - - - .. . . . 4 a n - - - - ONE .CM_L:NUMBER _ _ - # _ _ . . . ... - _ -- - R "QUIRT .4710. . . ... . . . . . ._-.. '�.. .. - ... .... �� .. -- - -- - - .. -- _. 48 -HR:_:NOTfC� ,�_. .. ... :b $ : - - r : - d _ d ROAD d d d _ - - oW.� pNTgq' . CITY OF BOZEMAN SCALE THE HOME DEPOT SHEET 1 �I'Taylor Engineering, Inl'. PUBLIC WORKS DEPARTMENT BOZEMAN, MONTANA GWD 01 26 02 9 *:, I Civil D..JX. Mission Land A e La.m.g 20 EAST OLIVE F�� 1• 50 - - � - 3* Boom M _ t R - SP.k....W..ni-IW- 992aL BO �� /ZEMAN, MT. 59771 TSCHACHE LANE C15 + ;.�(. 1190oPE (509) 320-3371 ►A%(509)328-6224 406-582-2380 VENT. 1•�10' s - - SMB 01 26 02 Tj�1 STA. 42f21,51 TO STA. 51f60.00 1 1/6 RDN DDK - - -- CONSTRUCTION RECORD REVISIONS Checked %6g poly SAA 03 25 02 Approved pate Approved No. pate By Ckd Appr. RemorLs NOTE: 1. SEE SHEET C13 FOR CONSTRUCTION NOTES LOT 2 OF C.O.S. 2089 REMOVE EXISTING 8"SEWER STUB AND STA.20+39.31 WATER IMPROVEMENTS PIPE MISLILATION CONNECT NEW 8'SS IF MANHOLE. Lxls1.ssuH ne SEE SHEET Ctt ro CONTRACTOR TO VERIFY ELEVATION 9JAI.E.4899.]7(S) PRIOR TO CONSTRUCTION. 1/ tYSD lB'aD - -- _ -- I 10 I PROPOSED y /� WAY I I .it-• - -o- I � i il�I i ; T �G— w development I II IFERA 1 1 I B-SEWER SERVICE II Y SEWER • `) _E FOOTING. 4 H. LE24701.0 CB EWER 6' IN THE HOME DEPOT + w.3,E. , 10NATIONAL PROTOTYPE II FF. EL4 4718.E � , F.2-6 VERTICAL BENDSPRIOR TO ENTERING BLDG. ,�': I 1 31'SEWER WITH 115.0 L.F. PIPE I d'� ,SEE SEWERIMPROVEMENT 4 M.H. E 28 5'SEWER SERVICE PLAN. SHEET C13 C8 STA. 1W73.97 CC8 STA 11+95.54 4 H. D SEE SHEET C4 +� STA. 442251 Y . I I I ((24 M.H. F 1 I .'I• * '*• \CB STA. 7+73.97 I I, I8 •�, Y ,h I FTBM11 fill 24 N.H. 1C I I / m y' C8 STA 6+94'91 (THIS SHEET)- ___ ))))�) -- - + / NORTH T.B.M./1 S.W.ICORNER OF 19TH AVE. AND STA 47+07.40(SHEET C13) -A- __ _ o _-_- __ O _ ___ _ __ _.-_ 12 ____ _ _ --_1 -_ __ +{ BAXTOF RE HYDRANER LANE, T.EL 1712.°10T 1 11. • I T � 1 �� T.B.M./2 N,W. CORNER OF 19TH AVE. AN E T D _- �" r__ R -__11111 4' -Q t+T - - ',\_____ .y0• OF FIRE HYDRANT.EL°47232 I s0 s so o � S0 25 0 50 100 ORARY GRAVEL ACCESS ROAD. T.B.M. /3 (VROPERTYC CORNER)I ON THE INS 105 LF.!Oi 12'WEIE 30•SEWER k ACCESS SHALL BE 6"OF LEVELS40 SCALE FEET WEST SIDE OF 19TH AVENUE 28 WATER EASEMENT AGGREGATE COURSE OVER 20'PIT-RUN A14CONTOUR INTERVAL- 1 FOOT THE NORTHPRO LINE OFSOUTH OF SECTON 2. STA. 8+80.24 Ca� (STATIONING IS ALONG SEWER LINE) ovER WOVEN FILTER FABRIC, AMOCO EL. 4708.58 SEE SHEET C4 -- 2002.OR APPROVED EQUAL 8 7 8 9 10 11 12 13 14 15 16 17 1B 19 20 21 13 fy m n W^ p Fz FINISH GRADE EXISTPIG GROUND - . 1 4720 d . 4720 •g' •PIPE INSULATION s � 33 o _ - r EXISTING GROUND FRMSRGRADE 4708 . . . . . . ... . . . . . . _. . . . . . . . . . . . . ._ . - . . . .. . . . . . . ... . . . . . . -- 4700 a'PVC 1r300 .L�345.54 .6'PVC _ _ 8'PVC - ' Y8 x� 1xo G-.0045 9.0043 1 0.0050 1 - 28' �:� G-..O �690 KKK" .. . . . ... . . . .. ... . . r ♦ • � �., . . . . .,. . . . . . ... . . . . . . . . . . . . . . . .. . . . o �0.004A. 1. � - ,� . . . . . 344.00'' +. . . . . . . . . . . . m .: . . . . . . . . . . . N � H 4 STA. 6+94.91 TO STA. 18+50'TYPE 'A" TRENCH BACKF61" I STA. 18+50 TO 67A. 20+3931 I ; �. TYPE "B" TRENCH SACKFILL-� . :.. . . . . . : . . .: . . . . . . :..: . . .. . :: . . . . . .': . . .. . ..;. . .:. . .. . .:. . . . . : . . . . .i . : . .t . -.'. REVISED TO:CQNFQEiM TO . : . . . .. . . . CONSTfiUCl10N RECORDS CALL AS PROVIDED BY ESl INC. B I F O R E Y O U D I G . . .. ND .. . ..:. :. .. ..:: .. . :.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ 55 �� p� p�� �0 4� 5 CV/Y17/r1W�l�e/lY 1 CORD DRAW11YW � ONE CALL NUMBER REVISED-BYS DATE: RDH 1/8/03 4$ HR. NbTICE REQUIRED - — SEWER Drawn Date �plTgiy'' CITY OF BOZEMAN SCALE CWD 01 2a 02 AI�Taylor Engineering, Inc. PUBLIC WORKS DEPARTMENT THE HOME DEPOT ;'* 8COTT M. *•: Civil Des a end Land Planning - - --— ----- — Deagned BUSCH I spot w"hiost0�°99201 zo EAST . Hggrz 1'-50' �j` SHEET r (509)328-3371 FAX (509) 328-8224 BOZEMAN, MT. 5977, BOZEMAN, MONTANA SUB °' 2B 02 406-5e2-2380 vERr ''-10' ON—SITE PUBLIC SEWER LINE 1 8 0 ROM DDK CONSTRUCTION RECORD REVISAON$J checked �ieT, C 12 roNAL Ab. Dare By cxd gppr. HevikaD� SAA a, 25 02 Approved Dare Approved Dab STA. 6*94.91 TO STA. 20*39 31