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Volz-Wallin PUD
AS BUILT THIS CONSTRUCTION PLANS FOR PROJECT VICINITY MAP A PLANNED UNIT DEVELOPMENT FOR .......eeeF ....... V OLZ / WALLIN ............ SEWER AND WATER IMPROVEMENTS WITH TIES TO MAIN MALL SEWER, SID N0622-WTR. a SID NO. 502-WTR CITY OF BOZEMAN, GALLATAN COUNTY GENERAL NOTES-- BENCHMARK DATA MONTANA •THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR FIRE HYDRANT 0327,BABCOCK & 19TH, ELEV 480706 TO BEGINNING CONSTRUCTION FIRE HYDRANT4,"329, BABCOCK & MAIN, ELEV 4806 32 MONTANA POWER COMPANY TOWER 8 GAS 14061 586 1331 M UTAIN BELL COMPANY TELEPHONE 1-800-722-1741 CITY OF BOZEMAN STANDARDS NO ADDITIONS OR CORRECTIONS TO THESE PLANS WITHOUT CONSENT OF OWNERS AND CITY CITY OF BOZEMAN SHOPS SE. 8 WTR =6�56�3321 BOZEMAN CABLE TV 406 5862089 FIRE HYDRANT MUELLER CENTURION SANITARY SEWER PVC ASTM D 3034,S DR 35 •EXISTING FITTINGS ARE SHOWN AND BASED ON DATA FURNISHED BY CITY OF BOZEMAN SI D As GUILTS CAST IRON MH STEPS NEE�AH R-1981-I MH RING AND COVER CAIRD ENG WORKS NO,52441 CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING REQUIREMENTS GATE VALVES PRIOR TO ORDERING NEW FITTINGS VALVE BOXES PACIFIC STATES OR MUELLER TYLER 6860 COPPER PIPE TYPE K,SOFT TEMPER,AWWA STAND C800 •PROVIDE 18 INCH MINIMUM VERTICAL CLEARANCE BETWEEN SANITARY SEWERS AND WATER MAINS CORPORATION STOPS MUELLER H-15000 CURB VALVES a CURB STOPS UNDER THE DIRECTION OF 0 OVERHEAD POWER LINES PARALLEL WEST BABCOCK ST AND MAY IMPOSE NECESSARY PRECAUTIONS WITH USE OF CONSTRUCTION EQUIPMENT 1y2" MUELLER H-15201 • TRAFFIC SHALL BE PROTECTED BY EFFECTIVE BARRICADES 8 SIGNS EFFECTIVE LIGHTING OF CURB BOXES OBSTRUCTIONS SHALL BE ILLUMINATED AT NIGHT BY LANTERNS OR FLARES AND SUITABLE DAMES DOBROWSKI, PE WARNING SHALL BE PROVIDED 8 MAINTAINED DAILY PROJECT MANAGER 1�2" MUELLER H-10386./STATiONARY MORRISON-MAI ERL E,INC ROD AND FOOT PIECE • THE CITY WILL TAP THE WATER MAIN IN WEST BABCOCK,BUT NOT INSTALL THE TAPPING SLEEVE AND VALVE APPROVED BY: APPROVED BY INDEX OF SHEETS- CITY OF BOZEMAN MONTANA STATE DEPT OF HEAI TH AND ENVIRONMENTAL SCIENCES COVER SHEET PAGE I PREPARED BY /I/ NEIL MANN ON— DULY 197H A D 1985 PLAN 8 PROFILE PAGE 2-4 NEIL MANN CITY ENGINEER E S 85-55 MORRff SON-MAIERLE, INC. CONSULTING ENGINEERS BOZEMAN,MONTANA PROJECT NO. 1992-01-01-00"46 SET NO AS BUILT 1/21/86 kss REVISED 6/19/85 TO Reflect Cho,ges.. Clly Of 801-0. L,Ile, Dated J-e 17,1985 • 3/20/85 AS BU/LT O Q O O O O O O 8 g $ $ SERVICE pf PTH LOCATION t t t t 4 t t t �• t (. O N M h b N CO a1 O 0 E I i � G W WHEELER MOBIL PARK � -- r It e [Y/srbw M[[S r I fX/ST/Mf N j �'w IUMY'J rYw I (X/rr/nr cn1 ifTd-7•10 I W EXISrpW xFPiFT r � eDX�s ry/L I ^ 4 I � Q/ ••` L/xX rfNcf�ro IxatA[L=Mae" i 3 I .f� -F CPO&& 0 0 - I I .O' 1 �0 ❑I \ � � a 1 -rsw sr[ 2 t • A $ 5 - g - -- ';-. - K a NA$ K -. - ELEV '!q �B O 10 BABCLC MA:^: SDUrH S/OEOF © i I\ O► ,1 1 r I t•• 'O[/NJI Lil?� .OIL +t v' IwIY[[Ow/V[rNY w[M.Arr'YfNr X YY r[rFAt As—wAv .a wY[,10".♦" # � NeY rlrcocx Y. N[OIL Mr wl— OQ+apJ / Oo tr b'. rew.Y[L Pw/Y[rIr n e �r GNav 'O o tFi /s rr,sr.v•ao ro ` !E'¢a44'' [r/srw`res�r i t!I to d w[ru c[r[Nr twat {N I' Ow/v[rdr,zs'� Fc aNvern �^ rn ro•rt TD sr lo•aa to o.rr t ( r/rr rrr ! +i rucocX rD!/orr.cN e f w[KACFNfNr rwOY,i O y (r\!��1lrS/f SOM1I pti}+` (s trti*A� !rI i•rr iD sri.sva Z r to J rn t,c(rrxr nr'wIx i Si s4lrTo Jl�f•ai t6y4 t459i��'e\X �`t ee 5+5,d.� ®s•.. � .r•r!TO sri.r•f[ f P!•!i !( +l44 XS(5( M1e* ■•AB IN[Tb • voL( s vworfwrr a.rD Owrvrrdr +�a 10". +� 4 of s.scoc/rT0 C cwf r[ et II rem M i x[[r M a q S„vrw.I s ... o wfrCAcc�xr FaroY WE,THE UNDER$/GNED OEVELOPERS HEREBY CERT/FY THAT WE W/LL EMPLOY A REGISTERED PROFESSIONAL FM II'c ro sIOFIA's • `l �•N ro Srd..re► ENGINEER TO CERT/FY THAT THE PROJECT WAS CONSrRUCTED /N ACCORDANCE WITH ONES O s•re APPROVED PLANS AND SPEC/F/CATIONS. THE EN6/NEER WH/CH[E/NTEND TO EMPLOY IS' 1�'T wrau/wFD AwauNo *NOTES r[! M LEGEND wM rx x's nv A.— _ jF/.V[wP'r ORR/X/I13,BOZEMAN,MONTANA 397I3 SON'MA/ERLE,/AC -/ �-r'or r r/xus PO BO --w- -- EXISTING WATER MAIN NO rf w0 AD./usrlNs nlNss I/3 Z/.3 Y Icc'AC[O oNA_rN s see s — EXIST/N6 SEWER MAIN wr MN s w sAKocX sre s Ar AxD sM[[O•!s / TYPICAL PAVED dP/V£WA ENT Y I��NI' "" ��• � � `OD EXISTING MANHOLE F IsrlNr rwoueD I REPLACEMENT SECT-WA DQ ENT / ✓ < CLARENCE BOS EXISTING Gd TE VALVE SrEPH N/E VOLI NORNIN E WdLL/N DAVD 4 WALL IN SCALE/"- 30, b EXISTING TEE wAxNu ft LDur[D rN rD EXISTING CROSS errs Atfnr tfurNrl/�� Q wP s[cr�ox rwffr EXISTING TEL EPNONE L/NE U/G I I ' S� s woN tue I -- EX/STING GAS MAIN _r/ [N r0 r[row[ turtcMrcD AxD v /N! $ N r`o�jEow[r efo• aer�N r0 BlrowF r[ L,Q-.pArM ,AO rYtff7-_DAY OX_ZLLGdA�_,dO lH! IM'Sr( ,dD.lfrs //" .'"or I Nut;DAD o EXISTING OVERHEAD POWER POLE I/3' x/X w r>— PROPOSED SEWER MAIN Or[O xKw NVrAwr row r Arc or taut { xonwY YD r I=. of s [or YDNIANN Nnrur raw rx[sri rf of rON rANA Q PROPOSED MANHOLE TYP/CAL FILL AROUND MANHOLES NAI 7YP/CdL[SECT/ONNPROPOSEO TYP/GAL GRAVEL DRIVEWAY IN tr Axi A , + PROPOSED TFE eD t[A[( eD ScdFF REPLACEMENT SECT/ON w(t/anr -a, /N wrslD/Nc FSID/xr A ,err3gy.y -/. ArJ,C�_ .r Y r_�� M_ wrJ/fAvr n er xrL( av ywr/ra/ON M/JfION TrpE I TRENCA' EXC. TYPF A BACKF.ILL : : TYPE Z TRlrNCH XC. :TYPE A BACKF/LL SrA -002 TO $TA 61 O STp.6.0 -TD-37d. - •33 : v - O �Qw2� e • i .Ip O °_ �i viz, O " Z x0 _ : 0 60 �v h a ►4 ' .s sBy 3 •" W D 2ti ? a [ C m .pq I ,� 'q0 ? 2 BO EXIS NG G'RO(/ND W _ _ -- 4805 E $TIN G Ou R\ i1 ------------- �\— N 480 ss,LW BTd,1 a101 '0 9TA.8 r5T,Na,T'D 10•a d• WT[45 0 LMIQw - r O - -- - . to"eA"wY[ i0"a wrE. = SCALe HO I /�-. SOS . 6 3/OLf O IOIVC SDR 3b O IBO.% VEN /': 6 4793-a P63 L.F O IO•PVC SIR 3J 02 q O 3! L.T 6 b0 L F O �PVE SM 3 b - 4793 WArER i AS BUILT 1/21/BB[tf O ADDITIONS TO AS BUILT INFO 5/30/96bO - 1°REV19E0 6/19/B5 kss To Reflect Changes m DIY of Baseman's Lsller DetaA June IT,19 ff5 : PLANNED UNIT DEVELOPMENT VOLZ /WALL I N BOZEMAN MONTANA oA SEWER & WATER 2 F PLAN a PROFILE �4 z 1992-01-01- '4 MORRISON-MAIERLE, INC. • ---- -- CONSULTING ENGINEERS HELENA BILLINGS BOZEMAN,KALISPELL,MONTANA N•IOA ..•rgGG NLR rxsr I - Is .MATCH TO SHEET NO 4 /N 1{ _. - le I - so •�--"--- ��. � SAN/rAR✓ SEWER TO BE STALLIED rN/S PROJECT IT I ECEL WE/SS DA/VE Ri % A H ��> \e. P O / F O r - - ... ry e. MATCH TO SHEET NO V 08A v.8EW.SERVICE SAN SEW SfRV1C!A LENT RC/NE EDELWEISS DRIVE- ~- 'A `� •iy I ji S" VC.YO'LONO y ,%EAU FAOPOSED WATER MAIN y%y%y%JJJIII • {"PVC, 'LONG O / �/ \` CC / I.__SIIN.SEW.SERVIGEO A 1\\/1 ♦ S\'1�� \ SEWER B WATER CROSSING ©Sp.ly3 8"P ,z0'LONO 6"ftc.2 'LoNs[ Z pSp� \ 1 0 I I w I~I I ] LXURCX 'a %J SEE SPECIAL PROVISIONS Spc t e"NC,20'LAN{ 9AN.SEW SERV- \ r I Ry I 5 �1 rp c"PVG,zo'Lora `\\\ IS- AS srA .J•n BUILT INFORMATION °' •-'w rE�. /.Vtrq GG Nfr MN Mc i !'[ DEPTH LOCAT/ON SERVICE 2 /' /P 'l OEP TH LOCATION h , W ................ �) I-6"PVC,20'LCAPPER SS 78 S.Of YM/�S B'1.5 CU.W/CB 6 CS 77'S.MN//5,11 W h ^ ...-- T..-._.. Fy, 2-a^L A"WYE CAPPED 91'S.OF YN toot'S •• SIG�. C- T. STA 3.65 O /sr/Na [r/sr Me aggqc ^ 1j „ " ^ 7.5 (THIS PAGE/ ro¢Rerbv[aE J-6"PVC.20'LON6,SDR35 110'S.OF YN�/ 7 D• STA a•DD arN,N PY OrNERs A- 184 S-OF MH toot 7 E LEGEND 5- 29' S.OF MH toot B f 6.5' !Y'N.OF HYDRANT 2 iy W " 6' N.OF YHtoI9 ¢ O 61'S.OF HYDRANT _�_ EXISTING WATER MAIN R 6- Ex/S7/NG TELEPHONE LWEG(% Ip o 3 7- " " IOV N.OF MHAA 9 ti N " " ISO',.OF HYDRANT -B-EXISTING GAS MAIN IU I P W N J 2"CU.,W/CB S C$ 16 N. OF PH-#9 FROOSED MA HOLE Im N Q 3 _ _ �PnPOSFO SEWER MAIN Im '{I -JJS-- nIP- '----- IN I �• C SERVICE 4 PROPOSED TEE W /� 4" SERVICE L/NES WITH /N[INE WYE S PROPOSED BEND _ 13 M/N IVUM SLOPE 114 INCH PER FOOT _ N PROPOSED GATE VALVE ____ PROPOSED W47ER MAIN PROPOSEG WATER SERVICE TYPE? TRENCH EXCAV TYPE A BACKFILL TYPE/ rpeNCH Exc4VAT/ON TYFE A BACKFILC STA.I0.53 TO STA /31?/ b SrA./3.1/ TO STA 20.63 W N 1.1 4 i�fY dBpD s 2 = © Q yW3 y PROPOSED SrREEr GRADE M iP b` Z 60 © r 2 ps\ry 9: ff' STA.15.20 INST D �, w W �O�R�" S"PVC.20'LONO GROUND V •W O O= 9 2 P'ay' SEW SER EX/STINGVICE w R N O ST♦.II.4I INST�O- �* POf Y � J9� SOF 33 -� - -_y 2P\�'_ -------BTA.19.0)P9T'D { {"PVC YO'LONO 11y P Yla -- -- S",VC,20 LON0 ,SEE' {AN.9�W.{ERVICE o M -- _ xi'p SCALE' HORZ I"= 50' VB/O 0 SCR Sy STA.11.81 IMITD.A /4V� 1'j\ ---- O SDR 35W SERVICE Py,.pES 2 N P STA.15.94 IN]T'D a F VERT /•': /� �L/•"XA"WY[,CPPPED VI PPP 6"PVC,20'LONO 4°ZPJ 296 /1200 Nj I ------- �0/ 3VN 33 W.SERVICE a0111111' -Y/PLf (•1 ♦?OD a� O 109 e'° YpRI O (A rZ00% ePvC SOR 35 t3\ 4800 g6a LF �J 0400% /y4LF P 040n% \d5 0 OE FCR .l STAVC,2 1LONG P ON t\ B PVC SOF TP O' - .V. _:'F' 1. q'S\ •" PZ STP.C,E0 I0H.NST SA 120'LONd P 6"PVC 20'LONO SAN.9EW.SERV. DJS \ \ D3 S'AN.SEW.SERVICE SA 35 Rga''�y0 Co PB SDR JS \a� I790 E51 PA{4Y \CJ P,Ai".e /� \a�y,,1\�P4'P4� SEWER 0*1 III \ I12 -aep. \ls- IA a 16 1) Ile 19 120 //L00 100 /P/4o /S'AA /fJNN X�tW RL,Od /SN.ON IEL°•L'l 2/r00 'I WTR {ERV(111 I•H3O 460 Y '"aIRE .1.V ` _ M%rlt N'6![!1Y NItt 4_I•Q/.agr[WLV( 1 1 I TR SERV I': wTa SF Rv CrO fib .ILKT JOIP /�._.- nary if LIRE nE yr BOr A rMAUJI ALOCR/.w, _ MATCH r0 SHEEr NO 4 A MATCH TO 5'NE ET NO 4 R/rX wG 1 I O o • - _____ LOCATE ML/M[r/ROv 8 py11 L___ _ C',- - 5� rIRE SRv e �11__ ,1 " 130 B WTR.SEN .5'CONER WITH e•A6 A y __ J. `■JSO �$ li 13"CVRe eOXeCUR3 STOP STI.1•S4 �t _LI +-_} __�__r L_ ----- gene SLP- T _1 - C(-____ �F� Iz•`3 srgtLGn'p /Nsr 4- _ __ `2 }-_- ..7..................._ sn l.avLNias\ 6) N1 TJ T}�� O P S-AMT V P 14 �� P••M )•.{ A // )• ST4.SEND INST D{"01 pl WTR.S[RV LL I-ra"0/ 0 rXSIIB'Q./{III[YIL✓[ SV I<LE \•�FFUr/INRUSI aLK ji r rX MRUSI/LOCK/,@ ;' FIRE SLRV • • rY AJ^BEND w/THR.BLX. GATBGN Eltl / TXA/GKa A SMNO. ST 771550 1Y rN Y[BOY N TNRUSr BLOLN/Not y / A .o N✓`.I'd, VL✓f AT/N.led. q iF PENCE Ew A r+Aa° AG Q/PIPL o urK r-ri'OI T¢ SCHEDULE OF FITTINGS IIL' •� House rro NOTE. rITN IIMUST rLQcx/Ne ITEM ss N Ti a x '\ \ r. rgqusr ecocxWrrsEc/rY Or, DEPTH LOCATION /pOp j CN------- .--.•- �'- _. \,G ` IOrfwxN�r4NrggP HrCR4Nr F B PROPO.sfC ROAD FUTURE fURB B GUrrER.TO FT BACK OF CURB / /u iF"Nurcc[q T4Pwgc T[[a W'Vir"I 7' AS SHOWN \ 14 - - _____»� ____ �\ U r/TN Aur VAa VF a TNruST TO BACK OF CURB 1 e"As•A �• `• G ...... ... ..... .._..- _ _ / e 1 / r(Ccr/Ra G[r O J PIPL e[NP P/ U /A� A h OI I - -- ° A,IOV' q•BeNO:ill - MyAOO B - s -. /wb .•N- 22 y2 O +.-9r/NSMLG A-0/ R ' ___ _ _ ;A Q/ y.AgB y PENo •F/Af HYDRANTS LOCATED 4 5 FT /N BACK OF CURB W.-TH a�rl�✓e N/WI-sOi 2 _ - N/TN rNNu 4UX/ARY v4k✓E CONNECTED TO F/RE HYDRANT were tow/WGVF Bor,Q/ a ret6tK/XP ............................ _ J 4r 11 ocN/q. SEE CErq/C THIS"HEFT Q b l J %es {N� S r -- -'- W GE IxIH 1.5 C. A ... w TH P6"OiPF,i'GA rE YIGYE,%E(AF NYORANr,OI. T� N I I I^I ��ro e RCM VCO I \ n ev 1.3"CUR a BOX e e STOP r J/aN STI M•+!CONNECT r0 F r I I 7 a• MI/N WITH I'•EE xM0 rXRVSr N6 II I I BY OrMFRJO / I e'x e`1EE,0/. f) E MOLRINaB,`LU6 TO 41Y AN0 i V NOUSF B"FIRE SERVICED 9eL.E6 PiPf,F'f.Ar(Wtv(,6"f/qE NYORANr,O ti/AEG[ ���N rRRUJT pIRF r/RE UURE to f Obl T RfYAIN �( F Y 6ATf VI GVE� Q U - -- l/ e`6ArF WG✓F%WGVE BOx,0./ � pgOPERTY� (A9.RM4i a G/AE Y I m NJA.1.1 WSe LL I\ J•iG�� /1 I r r"T O I Im V[L�R I.IN/Nr 4L[LVLAYILVL vof,6'CITF VIGvf,6'E/RE xYOggNT,OI. \ I m /O'I ,LOMTBICIOA roSUNLI w TM rNNU.Tr BEPLr/N6 Q Y SOLE 6- / \PR0P Y LIN(ANQ c...of INSTALL 10-05"WATER MAIN STUB 20 FT LONG WITH END PLUG AT LOCATIONS DIRECTED BY THE ENG/NfER I JE M DEPTH LOCATION /q e'-LJ•ALNO,a/. Jar( TYP/C4L HYDRA,' C] w N..- eazewaN pIGG TaP EACH STUB S"LL INCLUDE A 61NCH VAi vt rIED TO THE TEE PLua AS SHOWN /J e'r e"rFe,Q/. a i"PG UL 1`' \ LOCAr/ON N INSTALL /0-lkl*COPP£R WATER SERVICES Wl'H CURB e01 B CURB STOP AND - - - stet I w CORPORATION STOP AT COCd TIONS OIRECr ED BY THE ENGINEER _ 4 I. VaL✓[ 'rEE.e/ SCALE /"=50' WATER W ° TYPE / TRENCH EXC4V4T/ON TYPO q BACKFILL ST4 9.6! ."T'D ° TYPE2 TRENCH EXCAVATION SrA 01 BI TO STA /,? -5"COPPER WITN IS"CURB '`E't `� O ~N BOX a CURB STOP STA.1 G5 INSYD TYPE A BAC'KF/LL p� ° STq B•OT NWITH ; WTR SERVICE SAS^SEND W/THR.BLR. U Oz CC.I:E HOH:' l 50' STA.3.6A 1.5'COPPER TH 1.5'CURB OQ ; INIT'D. O STA /7'99 70 N' bb i� ,.I"COPPER WITH 1.3"CURB STA.!•f3 INST D. STA.6.6A INST D BOk a CURB 9TDP ITA.9•T3 I T'D -1.'Q 6"FIRE SERVICE 1.5"COPPER WITH I.5"CURB WTR-SERVICE 8"fIRETll.VIC. �_ _-_.-- WJk VEAT / /O' BOX IS CURB STOP OEPTH � BOX B CURB]TOP -- ----- ( 2 e �V U WTR.SERVICE C"/ /WTR. SERVICE ST4 B•IT INSi'DO ----- � I.< 40 STA. 4.03,,STD, - EXISII NG GROUNC L/NE I1 O �\, "'g"FIRE SERVICE -"-- 0♦ bb� O SOX CO PPER WITH I5''CURB C (/A ` STA.6•Bq W 11 - STA •69 1NST'D ♦ BOX B CURB STOP STA.5'11 WST'D C� STA.3•B)W9T'O�'1--\yr .INSTAL LED W lYi "( - f 3fWTR.9ERVICE '/!� 3"CU.WITHIS"CURBSRESERVILE LTC, IRE 9FRYY __ ,15'COPPER WITN I.S"CURB A.3.941N9T'D I/ l/SOke CURB STOP {.e D[PTN B-S'O[PTN ---- 4 �BOX B CURB 9TOP 'FIRE{fRVIE[ WTR SFRVILE - - -__ _ -- A WiR.SERVICE S'D[PTH .- - M/,/MUM 65 Of FILL 4HIOVFAWATER MAIN __ OOLTRCET GF4(.'E 55 3/ X CUB STOP wTR SERVICY AS UILT IS 3 �- i - ��Pa' E B k REVISED 4J19/eS hssSTOP Ralleci CPon es in Cary Ol Boremon's LBslar Dated Jvns 171995 SS INST'D 2"CU w/2 URB v Oy L9 RLL ' - --- MOPOSea LLWfB R b J B b ------ INSTILL I359L F Of B O_/ WATER MAIN CLASS FI PE S Rvl AR 00 'L -.'�__ _ STd.0 B/ STA. /4 10 � E CE �rP.Io•A3 INsre 1 TO ° P A.. 2DEVELOPMENT O' - ----------------�-s�cS.A� -_ AP�25, _�, 18"M/N.SEPAR4TION BETWEEN$SB WTR MAI NS b AL W �VJ _ I4.'1 w �03 e� VO LZ /W Ll SS MA'N.S 9955,TE O W 4L� A�.4, d �¢h ti0 �: ,°moo ok �o -kN 'bw°k '"i 'o ��o� tiN BOZEMAN MONTANA Ib.: tiw QY 3 b3 r b3 .bb; O02 ��. b3 'bb p�N, bV °Wu e�2k 3Q SHUT NO. 1.gbi O Oe k Wk ' UkQ { 0R C1 0J>2 f la b2b � I[ 0•R ./903x� 4 I ' a2W QW e�I J�0 3 SEWER & WATER V�ti /'Om Usk \ aWk�w.Wk ��Z A.IG I`0Cw4 b0 3_L,b w>U tki0¢N I IN.~ C 3 2°00 >.00 hmV 4$QO 2bV tit Y)pO 2>01nb'2c0S �1�,D >'1"LEA h.IweW N� \O COQC' 2UI. .�M q Sao o ppF����a 2 W b W4 x r+Dd H9 Rs00 yle I✓OB ` W APP PLAN & PROFILE 4 qp{3 `ItX h A W L, y,k h>O = N 2 y1 0 =m N 6 '/C°.O� i,. h'Y9✓ fl" bbRW y.1�2 N3 q•`0 Avy\I=.Q02)b { ~2aW 2 • > nwB;bW r >� w ! R ttnn2> 'j�I. 1992-01-0I-00-46 bh�y�1Q�J�W OIa �MOj r JR'13s © W2Q�•2�X: O §W''° N a N W= O uC, _ b~ �kJ>OOjb�p b M Nko ORRISON-MANGINE, INC. VI _ N•L L. -_- Nam\ NI.W Mb3 Nio3 b- 1 Nay N1� NV0 1 \OJz ¢ J --- -- -�--- _ - - _�_.- I ,,.. _ 3bQ b_.-. - - _ - vy CONSULTING ENGINEERS • HELENA,BILLINGS,BOZEMAN,KALISPELL,MONTANA SERVICE DEPTH LOCATION SERVICE DEP rH LOCATION P 6"PVC, 13, LONG 212'W,OF MH.yA)A B 1. "CU. C.s.s C.S. 60'S OE TEE 9TA 3.88 pp 1lpttp� 'J W/- ------- _.---_- 1 ff+P�+ I 1 2 6"PVC. IS' LONG 1-,W.OF M.N.1B.]A C 1.3"CU. W/C,B,B C.S. 6.3' 79'W.OP TEE CO StP,IT'OQY°I> i I � STA 6.76 3 4"PVC 13 LONG 52.5'W OF MH.0 SA t I \ t41 zgP I .1T� 0 I / � h 2 LEGEND /THIS PAGE) � 5tf5s+fe?Si� h \ W N 41 PROPOSED MANHOLE I 4+4ft/sl•I• SA N.SEW SERVICED 3 PROPOSED SEWER MAIN I © tp p •' C-, Jf\\ ss— PROPOSED SEWER SERVICE q PV. IJ'LONG I C >' • PROPOSED FIRE HYDRANT 9 PROPOSED TEE sAN.SEw.SERVICEO PROPOSED BEND I B"P.vc S'LONG H PROPOSEOGATE VALVE I � ---- PROPO MID WA rER MAIN I G AS BUILT INFORMATION ws PROPOSED WArERSERV/CE 0 P4?0 Op++ h EY Dp++ \ i V� G' Pp t,15t a,PStY S,R a' p SLAG! /'z 30 MATCH TO SHEET NO 3 \ •�' r EDELWE/SS DRIVE / ♦ .... Ti.HCC• , / ---------------------------1----------------------- ---------- 1/--.�-..-0.-. -r 1k^ E/TgFNCN LAVAT�ON PE A;BACKF L i N TYPF'l TRENCH FXC VATION TYPE1A BAC4FILL I j iI, STA 0.100 TO STA: 1.6 C b I STA.0.00 TO TA. 2,20 b. 4815 o3C J V V� R 8.6 PROPOSE ESTREET N`� -_ - _- _ - •_ GRA 4 OM PRO SFO STREET - O - 1pi s ; P� EX/Sr/NG I RouND.-� VI _ pe J GRAD,_ b J N N 2Q•\1� _ - - -_ SCALE HO /"=:50' _ .4B Y• EXISTING MN/N0 ,V J moo IF 04 0400% 2d6 00 L F -D .0 400% Ppyf+aN' 1 B PVC SOR 35 a9,�� +4 B..PVC SBA35 246Lf p .PlatfP' _ ;4600 I 51,E �f1` . 6 5 SON 2I' 2O L F F•J 4a (13 05 I pOP! I d� P� AJ �"�"E l N,i9�a0i 9 � 60' 10' FIRE SERVICE V - ---."DE P1M.10'LONO O SCHE/O/f OF FITTINGS se s.6B 4- 5 I6 rNf I --1J-----�'--- -----i---� \ IAI DEPTH LOCATION 16 l}�)\ w Iy[IOX,o •B 9NOWN s RSE R.I 3 COPPER WIiNV I L rAlfrvB LVF w/VIaY(y Dl l rNnusr Ba OCR I y.SCURB BOx 9 C RB STOP UO L.(LONG yT4_B,Ti _ x.�Bs"rIT v rN rwR•B.I Tf( 4"r6•T¢,B./. 9.24, -WITH THRUST ILO/OP/NJ q clA I Q _ w/ UJI ILOCR/NI _ Of IOTEYRN SMNB old RANr ^ I I� eIoc TO EAST•rNRusl a F('HI(,q'BI)f W[✓f,("RR(NVORANI p—IT BIr'B.B P/. sM.f.•.s✓`Y B[OCR "X B"IFE.OI Iq.T2' _ 1 rA.S•O �B w/,TN4 rNRVST B[R"B Of I r ERv O ILK( PIP(,!"fATf a9LY(,f"F/Rf NIPRAYT I/N TnaL /BR IF VA[v! BP[LYIN STRNOARB/ 6 3'tXPTN.2 ^ r W/ VALVE V(BOX Y/TURUJI BLOCR/NB,ILBEa NO Q ONu O ( B'K("TFf PI of"RLYI f/. ("O/P/P[, '��----•�--'---•III ( 3BE RVE lC ER WITHf Gry \ems "lArE w/ ✓f 5C/Rox B CURB siop B LOND TOR,O.I. B"XB"R[BUC[R,AI -- NC=TE • PROPOSED ROAD FUTURE CURB B GUTTER 30 Fr BACK OF CURB 8 TO BACK OF CURB -Nw \ I off N Ca s[NFNr �1 9 FIRE HYDRANTS LOCATE!45 FT /N BACK OF CURB WITH AUXIARY' VALVF_0NNEC7EC TO FIRE HYDRANT -� -� \ 13 4%('i it-I SEE DETAIL rN15 SHEET \\ I zi E i of, �. "300 N \ N kI / NSVF 0/6A �- I v�K w/Y4a VF B vA %vat of BOLD �, /N LIMF w/Ro W. I 1 SC4LE /"=50, CU BR sr.,•o: r.nP on.srA n4J •srs fOK PR L 4 � \ m ,n STeat s"+6"n[BucFR M I r/[Wro(r/sr/Nr.rFF,s¢v3 EDE[WE/SS DRIVE - ` ' •v L Y N �Tr :HATCH TO SHEET NO 3 ♦♦♦ Md7CH 70 SHEET NO 3 [L F a J --- — --- J --------------DE WE,S --------------- -----� --------- / O - TYPICAL HYDRANT -C LOCATION >r . - -_ _-_-. — - - _ _.•..::..______............................................. \ —IT.. PE I TREN STA / TO STA 9 43 EXCVAT/O TYPE A CKF%LL - E - © - SC4LE HO /"-'50' . •0 . • u i - - 0 4 �� �7r� A : - VE A T /":�/D• I bJ .1a� N p a:RWi�rn .z ryu 4920 3 Jb 4�0 b�./b�ZI>�2�3 I 2Y30 : ; , Qom?\O�"]•�•il` � o: ZQ'{yqR W>Ois4 ���� i-�Bwa - AS BUILT 1/21/86Yaa OV 001Q,1�L�Q - be,w~•t~yQQ/p PROPOSED STBEET - T REVISED 6/19/85 has TO Reileot CYpnyealn Gfy of BOLe an Letter pofR4 June 17,1985 WW1 L, W� I`,t3> et0 M >i GRAIN ,boa sj EX/STING 6BUND NOm~R InbO hA1QV.N1a �NI.b .-- - --- ---- _-- ---- - -- a � PLANNED UNIT DEVELOPMENT �V�MW vRErosfO JSY N / -^��y, �- �- ---;--- ---- ---- •a��` —� P��'` I VO ALL I N MN uM 6.5'f/GLOVE BOZEMAN MONTANA WATER M41N 40 INSTAL B43 LF OF 6"-I SEWER & WATER sRPe*No � _ It _�� _\mt �P- WATER MAIN.CLASS 3/ I OQ� V L JD-b/i N W n«1 y N N00 0h o Wii Rs PLAN & PROFILE 4/ 4 3/20/85 �ti i . _ rya1� oh : : : 1992-01-01-00-46 �.' $a bti�h MORRISON—MAIERLE, INC. 9 m b4 CONSULTING ENGINEERS • HELENA BILLINGS BOZEMAN KALISPELL,MONTANA